client: jan lorant gabor lorant architects 3326 n …

CLIENT:

JAN LORANT

GABOR LORANT ARCHITECTS

3326 N 3RD AVENUE, SUITE 200

PHEONIX, AZ 85013

8.13.21

PROJECT:

3005 CARDINAL LANE

SEDONA, AZ 86336

STRUCTURAL

DESIGNS AND

CALCULATIONS

SEDONA POLICE DEPARTMENT

ADDITION

THESE CALCULATIONS APPLY TO THIS PROJECT AT THIS ADDRESS ONLY. DUPLICATION FOR OTHER

PROJECTS STRICTLY PROHIBITED.

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DELTA 2 - 8.1321 CITY COMMENTS

CLIENT:

JAN LORANT

GABOR LORANT ARCHITECTS

3326 N 3RD AVENUE, SUITE 200

PHEONIX, AZ 85013

CALCULATION INDEX

DESCRIPTION

DC-1 TO DC-2 DESIGN CRITERIA

LA-1 TO LA-3 LATERAL ANALYSIS

SN-1 SNOW ANALYSIS

PO-1 TO PO-2 POST DESIGNS

ST-1 TO ST-18 STUD DESIGNS

BM-1 TO BM-36 BEAM DESIGNS

8.13.21

PC-1 TO PC-2 PRECAST CHECK

2021COPYRIGHT

PAGES

PROJECT:

3005 CARDINAL LANE

THESE CALCULATIONS APPLY TO THIS PROJECT AT THIS ADDRESS ONLY. DUPLICATION FOR OTHER

PROJECTS STRICTLY PROHIBITED.

STRUCTURAL

DESIGNS AND

CALCULATIONS

SEDONA, AZ 86336

SEDONA POLICE DEPARTMENT

ADDITION

PROJECT:

PROJ. #:

DATE:

CODE

SPECIAL INSPECTIONS

DEAD LOADS:TYPE: ROOF MATERIAL: WOOD SLOPE: 1/2 :12 SLOPE FACTOR = 1.000

1/2:12 PITCHED JOIST ROOFS

LOADS: ITEM WEIGHT

2.0 PSF x 1 = 2.0

2.0 PSF x 1 = 2.0

2.0 PSF x 1 = 2.0

3.5 PSF x 1 = 3.5

2.0 PSF x 1 = 2.0

0.5 PSF x 1 = 0.5

0.0 PSF x 1 = 0.0

2.0 PSF x 1 = 2.0

2.0 PSF x 1 = 2.0

16.0 PSF

OTHER DEAD LOADS: WEIGHT

6 PSF

12 PSF

LIVE LOADS:TYPE: ROOF WEIGHT WEIGHT

SLOPE < 4:12 SLOPE > 4:12

20 PSF 16 PSF

16 PSF 14 PSF

12 PSF 12 PSF

WIND:2018 INTERNATIONAL BUILDING CODE

110 M.P.H. WIND ULTIMATE WIND SPEED

EXPOSURE C

SEISMIC: OMF OBF

2018 INTERNATIONAL BUILDING CODE / ASCE 7-16 SS = 0.295 0.295

S1 = 0.093 0.093

EQUIVALENT LATERAL FORCE METHOD Fa = 1.564 1.564

V = CSW FV = 2.4 2.4

CS = SDS/(R/IE); CS(MAX) = SD1/(R/IE)T; CS(MIN) = 0.44SDSIE SMS = 0.461 0.4614

SITE CLASS = “D” Ta = Cthnx = 0.121 sec SM1 = 0.223 0.2232

SDS = 0.308 0.3076

SEISMIC RISK CATEGORY = “IV” SD1 = 0.149 0.1488

IMPORTANCE, IE = 1.5 hn = 11 ft R = 6.5 6.5

SEISMIC DESIGN CATEGORY = “C” WO = 3 3

T = AS DETERMINED BY COMPUTER ANALYSIS OF SPECIFIC STRUCTURE CS = 0.071 0.071

CS MAX = 0.284 0.284

STRUCTURAL SYSTEMS: CS MIN = 0.020 0.020

R WO Cd Ct x Cs = 0.071 0.07 W

6.5 3 4 0.02 0.75 WOOD FRAMED BEARING WALLS WITH WOOD SHEATHING

2018 INTERNATIONAL BUILDING CODE

CONCRETE

REINFORCING STEEL AND PRESTRESSING STEEL

WELDING

BOLTS IN CONCRETE

HIGH STRENGTH BOLTINGMASONRY

0 TO 200 SF TRIBUTARY AREA

201 TO 600 SF TRIBUTARY AREA

601 SF OR MORE TRIBUTARY AREA

STUCCO ON STUD WALLS

STUD & GYPBOARD WALLS

SPRAY FOAM ROOFING

5/8" PLYWOOD

11 7/8'' TJI WOOD JOISTS AT 16" O.C.

5/8" GYPBOARD FRAMED CEILING

SPRINKLER ALLOWANCE

BATT INSULATION

MISCELLANEOUS ALLOWANCE

SEDONA PD

SF20015

3/18/2021

Design Criteria

MECH / ELECT ALLOWANCE

SEDONA POLICE DEPARTMENT ADDITION STRUCTURAL FORCE, LLC.

DC - 1

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PROJECT:

PROJ. #:

DATE:

SEDONA PD

SF20015

3/18/2021

Design Criteria

SOIL PARAMETERS:SOIL REPORT: Not Available. Assumed Values

ALLOWABLE DL + LL BEARING PRESSURE 1500 PSF at 1.5' BELOW GRADE ASSUMED

MATERIAL DESIGN STRESSES:SAWN WOOD: SPECIES: DOUGLAS FIR-LARCHPOSTS: GRADE: NO. 2 STUDS: GRADE: NO. 2 ALL OTHER: GRADE: NO. 2GLULAMS: 24F-V8 STRESS GRADEVERSA-LAM LVL: Fb = 3100 PSI BENDING STRESS

Fv = 285 PSI HORIZONTAL SHEAR PERPENDICULAR TO GLUE LINEFc = 3000 PSI COMPRESSION STRESS PARALLEL TO GRAIN


DC - 2

PROJECT:

PROJ. #:

DATE:

Per 2018 IBC 1609.6 - Alternate All Heights Method

Wind Pressure MAIN WIND FORCE RESISTING SYSTEM

Pnet = .00256Vasd2KzCnetKzt (16-35) Wind Pressures below have

Vult = 115 mph; Vasd = 89.1 mph; (0.6)W applied per EQ 16-18

Kzt = 1.0 ASCE 6.5.7

Cnet = 0.94 Walls Table 1609.6.2 (Windward + Leeward)

Cnet = 2.13 Parapets

Cnet = 1.09 Walls Table 1609.6.2(2) These are Components and Cladding Values

Cnet = 2.87 Parapets Table 1609.6.2(2) These are Components and Cladding Values

Cnet = 1.68 Walls At areas of Discontinuity (Zone 5) of Zone 4 values

Cnet = 3.64 Parapets At areas of Discontinuity (Zone 5) of Zone 4 values

Kz = 0.85 0ft - 15ft

0.9 15ft - 20ft BUILDING DIMENSIONS FOR DETERMING WIDTH OF ZONE 5

0.94 20ft - 25ft WIDTH: 68 ft MEAN ROOF HEIGHT:

0.98 25ft - 30ft LENGTH: 330 ft 45 ft

1.04 30ft - 40ft a = 6.8 ft (WIDTH OF ZONE 5)

1.09 40ft - 50ft

1.13 50ft - 60ft

1.17 60ft - 70ft

MAIN WIND FORCE RESISTING SYSTEM

Walls Parapets

Pnet = 0ft - 15ft ---> P = 16.2 psf ---> P = 36.8 psf

15ft - 20ft ---> P = 17.2 psf ---> P = 38.9 psf

20ft - 25ft ---> P = 17.9 psf ---> P = 40.7 psf

25ft - 30ft ---> P = 18.7 psf ---> P = 42.4 psf

30ft - 40ft ---> P = 19.9 psf ---> P = 45.0 psf

40ft - 50ft ---> P = 20.8 psf ---> P = 47.2 psf

50ft - 60ft ---> P = 21.6 psf ---> P = 48.9 psf

60ft - 70ft ---> P = 22.3 psf ---> P = 50.6 psf

COMPONENTS & CLADDING ZONE 4 - INCRASE FOR ZONE 5

Walls Parapets

Pnet = 0ft - 15ft ---> P = 31.4 psf ---> P = 49.6 psf

15ft - 20ft ---> P = 19.9 psf ---> P = 52.5 psf

20ft - 25ft ---> P = 20.8 psf ---> P = 54.8 psf

25ft - 30ft ---> P = 21.7 psf ---> P = 57.1 psf

30ft - 40ft ---> P = 23.0 psf ---> P = 60.6 psf

40ft - 50ft ---> P = 24.1 psf ---> P = 63.5 psf

50ft - 60ft ---> P = 25.0 psf ---> P = 65.9 psf

60ft - 70ft ---> P = 25.9 psf ---> P = 68.2 psf

WIND LOADS

154%

127%

3/19/2021

SEDONA PD

SF20015


LA - 1

Sedona PDCardinal Ln, Sedona, AZ 86336, USA

Latitude, Longitude: 34.8636248, -111.8134486

Date 3/18/2021, 6:04:22 PM

Design Code Reference Document ASCE7-16

Risk Category IV

Site Class D - Default (See Section 11.4.3)

Type Value Description

SS 0.295 MCER ground motion. (for 0.2 second period)

S1 0.093 MCER ground motion. (for 1.0s period)

SMS 0.462 Site-modified spectral acceleration value

SM1 0.223 Site-modified spectral acceleration value

SDS 0.308 Numeric seismic design value at 0.2 second SA

SD1 0.149 Numeric seismic design value at 1.0 second SA

Type Value Description

SDC D Seismic design category

Fa 1.564 Site amplification factor at 0.2 second

Fv 2.4 Site amplification factor at 1.0 second

PGA 0.132 MCEG peak ground acceleration

FPGA 1.537 Site amplification factor at PGA

PGAM 0.202 Site modified peak ground acceleration

TL 6 Long-period transition period in seconds

SsRT 0.295 Probabilistic risk-targeted ground motion. (0.2 second)

SsUH 0.324 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration

SsD 1.5 Factored deterministic acceleration value. (0.2 second)

S1RT 0.093 Probabilistic risk-targeted ground motion. (1.0 second)

S1UH 0.101 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.

S1D 0.6 Factored deterministic acceleration value. (1.0 second)

PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration)

CRS 0.912 Mapped value of the risk coefficient at short periods

CR1 0.921 Mapped value of the risk coefficient at a period of 1 s


LA - 2

SEDONA PD


LA - 3

PROJECT:

PROJ. #:

DATE:

Per 2018 IBC - ASCE 7-16

Municipality City of Sedona

Ground Snow Load: pg = 25 psf

Roof Slope: .5:12

Flat Roof Snow Load: pf = 0.7 Ce Ct Is pg ASCE 7 7.3-1

Ce = 0.9 Exposure Factor Table 7.3-1

Ct = 1 Thermal Factor Table 7.3-2

Is = 1.1 Importance Factor Section 7.3.3

pf = 17.33 psf Less than 20psf design roof live load

Sloped Roof Snow Load: ps = Cs pf

Cs = 0.6

ps = 10.4 psf

Snow drift l = .13 pg + 14 < 30

Longitudinal direction 17.25 < 30 For Parapets, ASCE 7

7.8 Allows use of 75%

lu = 74.0 (60% of lower roof length)

hd = (.43 lu.333 (pg +10).25 ) -1.5

2.9 ft 2.16 ft

hb = pf/l

= 1.0 ft

pd = 49.76 psf 37.32 psf

w = 4hd

= 11.5 ft 8.65 ft

Snow drift l = .13 pg + 14 < 30

Longitudinal direction 17.25 < 30

lu = 24.0

hd = (.43 lu.333 (pg +10).25 ) -1.5

1.5 ft

hb = pf/l

= 1.0 ft

pd = 26.11 psf

w = 4hd

= 6.1 ft

Narrative

Adjacent roof are primarly flat with their own parapets and only about 22 feet wide.

Will not impart much snow onto the new lower roof.

Computer analysis or beams was performed with a Cd of 1.0. For Roof live load

this could be 1.25 and for snow load 1.15. Therefore, 15$ extra capacity is the

allowance for the additional snow loads. Beams mainly loaded by 26 psf

additional load along east and west edges of roof tapering to 0 at 4.5 feet away from

existing building parapets. Additional snow drift loads less than 15% allowance. OK.

SNOW LOADSSEDONA PD

SF20015

3/19/2021


SN - 1

PROJECT:

PROJ. #: SF20015

DATE: 3/18/21

Sawn Lumber Column DesignColumn # / Item: In wall posts - Sample Calc

Design Basis: National Design Spec. (NDS)

Design Data:

Total Axial Load: P 4961 #

Unbraced Height: l 9.13 Feet

Effective Length Factor: k 1 -

Column Width: (actual) b 3.50 Inches (Braced Dimension or Larger Dimension if Unbraced)

Column Depth: (actual) d 3.50 Inches (Unbraced Dimension or Smaller Dimension if unbraced)

Allow. Comp. Stress: Fc 1350 PSI

Modulus of Elasticity: E 1600000 PSI DF-L #2 (DF-L #1 specified)

Load Duration Factor: CD 1.25 -

Wet Service Factor: CM 1 -

Temperature Factor: Ct 1 -

Size Factor: CF 1.15 - 4X4

Buckling Stiffness Factor: CT 1 -

Coeff. Of Variation COVE 0.25 (Visually Graded Sawn Lumber)

Buck/Crush Interaction: c 0.8 For Sawn Lumber Columns

Design Calculations:

F*c = = Fc(CD)(CM)(Ct)(CF) = 1940.625 PSI

E' = E(CM)(Ct)(CT) = 1600000 PSI

Emin' = E(CM)(Ct)(CT)(1-1.645COVE)1.03/1.66= 584494 PSI

Area = b*d = 12.25 IN^2Slenderness Ratio = kl/d = 31.29 -FcE = (.822E'min)/(kl/d)^2 = 490.86 PSI

FcE / F*c = 0.253 -

(1+FcE/F*c)/2c = 0.783

CP = 0.238 -

F'c = F*c(CP) = 461.99 PSI

Allowable Load = F'c(A) = 5659 #

Actual Load = P = 4961 #

Column Is Satisfactory

Check bearing on plates:

F'c(perp) = 405 psi

Pallow = 4961.3 #

Bearing Is Satisfactory

POST DESIGN SEDONA PDSEDONA POLICE DEPARTMENT ADDITION STRUCTURAL FORCE, LLC.

PO - 1

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PROJECT:

PROJ. #: SF20015

DATE: 3/18/21

Sawn Lumber Column DesignColumn # / Item: Custom Post Sizes

Design Basis: 2005 National Design Spec. (NDS)

Design Data:

Species/Grade: DF-L #2 DF-L #2 DF-L #2 DF-L #2 DF-L #2 DF-L #2 DF-L #2 DF-L #2 DF-L #2 DF-L #2

Size: 4X4 4X6 6X6 6X8 2X6 4X4 4X6 6X6 6X6 2X4

Quantity: One One Two Three Four One One One One One

Scant / Full : FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE FULL SIZE

Roof/Floor: Floor Floor Floor Floor Floor Floor Roof Floor Floor Floor

Plate Ht.: 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5

P = 4961 7796 24502 50119 13365 4961 7796 12251 12251 2126l = 9.125 9.125 9.125 9.125 9.125 9.125 9.125 9.125 9.125 9.125

k = 1 1 1 1 1 1 1 1 1 1

b = 3.50 3.50 11.00 16.50 6.00 3.50 5.50 5.50 5.50 1.50

d = 3.50 5.50 5.50 7.50 5.50 3.50 3.50 5.50 5.50 3.50

Fc = 1350 1350 1350 1350 1350 1350 1350 1350 1350 1350

E = 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000

CD = 1 1 1 1 1 1 1.25 1 1 1

CM = 1 1 1 1 1 1 1 1 1 1

Ct = 1 1 1 1 1 1 1 1 1 1

CF = 1.15 1.1 1 1 1.1 1.15 1.1 1 1 1.15

CT = 1 1 1 1 1 1 1 1 1 1

COVE = 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25

c = 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8

Design Calculations:

F*c = = 1552.5 1485 1350 1350 1485 1552.5 1856.25 1350 1350 1552.5

E' = 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000 1600000Emin' = 584494 584494 584494 584494 584494 584494 584494 584494 584494 584494

Area = 12.25 19.25 60.5 123.75 33 12.25 19.25 30.25 30.25 5.25

S. R. = 31.29 19.91 19.91 14.60 19.91 31.29 31.29 19.91 19.91 31.29

FcE = 490.86 1212.13 1212.13 2253.96 1212.13 490.86 490.86 1212.13 1212.13 490.86

FcE / F*c = 0.316 0.816 0.898 1.670 0.816 0.316 0.264 0.898 0.898 0.316(1+FcE/F*c)/2c = 0.823 1.135 1.186 1.668 1.135 0.823 0.790 1.186 1.186 0.823

CP = 0.292 0.617 0.653 0.834 0.617 0.292 0.248 0.653 0.653 0.292

F'c = 453.45 916.56 881.06 1125.49 916.56 453.45 460.48 881.06 881.06 453.45

All. Load = 5555 17644 53304 139280 30246 5555 8864 26652 26652 2381

Act. Load = 4961 7796 24502 50119 13365 4961 7796 12251 12251 2126

OK OK OK OK OK OK OK OK OK OKWeak Axis? N N N N N N Y N N N

Check bearing on plates:

F'c(perp) = 405 405 405 405 405 405 405 405 405 405

Pallow = 4961 7796 24503 50119 13365 4961 7796 12251 12251 2126

OK OK OK OK OK OK OK OK OK OK

POST DESIGN SEDONA PDSEDONA POLICE DEPARTMENT ADDITION STRUCTURAL FORCE, LLC.

PO - 2

Current Date: 3/18/2021 7:25 PMUnits system: EnglishFile name: \\SF2020\!!StructuralForce2\2020\SF20015 - SEDONA PD\ANALYSIS\STUDS.etz\


ST - 1

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Analysis of wood stud with 5ft parapet...


Geometry data__________________________________________________________________________________________________________________________GLOSSARY

Cb22, Cb33 : Moment gradient coefficientsCm22, Cm33 : Coefficients applied to bending term in interaction formulad0 : Tapered member section depth at J end of memberDJX : Rigid end offset distance measured from J node in axis XDJY : Rigid end offset distance measured from J node in axis YDJZ : Rigid end offset distance measured from J node in axis ZDKX : Rigid end offset distance measured from K node in axis XDKY : Rigid end offset distance measured from K node in axis YDKZ : Rigid end offset distance measured from K node in axis ZdL : Tapered member section depth at K end of memberIg factor : Inertia reduction factor (Effective Inertia/Gross Inertia) for reinforced concrete membersK22 : Effective length factor about axis 2K33 : Effective length factor about axis 3L22 : Member length for calculation of axial capacityL33 : Member length for calculation of axial capacityLB pos : Lateral unbraced length of the compression flange in the positive side of local axis 2LB neg : Lateral unbraced length of the compression flange in the negative side of local axis 2RX : Rotation about XRY : Rotation about YRZ : Rotation about ZTO : 1 = Tension only member 0 = Normal memberTX : Translation in XTY : Translation in YTZ : Translation in Z

Nodes__________________________________________________________________________________________________________________________

Node X Y Z Rigid Floor[ft] [ft] [ft]

--------------------------------------------------------------------------------------------------------------------1 0.00 0.00 0.00 02 0.00 15.00 0.00 03 0.00 10.333 0.00 04 0.25 10.33 0.00 0--------------------------------------------------------------------------------------------------------------------

Restraints__________________________________________________________________________________________________________________________

Node TX TY TZ RX RY RZ

-----------------------------------------------------------------------------------------------1 1 1 1 0 0 02 0 0 1 0 0 03 1 0 1 0 0 04 0 0 1 0 0 0-----------------------------------------------------------------------------------------------

Members__________________________________________________________________________________________________________________________

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ST - 2

Member NJ NK Description Section Material d0 dL Ig factor[in] [in]

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 1 2 S4S 2x6 DFir-L_No2 0.00 0.00 0.002 3 4 S4S 2x6 DFir-L_No2 0.00 0.00 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

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ST - 3


Load data__________________________________________________________________________________________________________________________GLOSSARY

Comb : Indicates if load condition is a load combination

Load Conditions__________________________________________________________________________________________________________________________

Condition Description Comb. Category

-------------------------------------------------------------------------------------------------------------------------------------------------------------------DL Dead Load No DLLL Live Load No LLRWL Wind No WINDGRAV DL+LL YesWIND DL+WL YesWIND2 DL+0.75LL+0.75WL Yes-------------------------------------------------------------------------------------------------------------------------------------------------------------------

Load on nodes__________________________________________________________________________________________________________________________

Condition Node FX FY FZ MX MY MZ[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------DL 4 0.00 -0.245 0.00 0.00 0.00 0.00LL 4 0.00 -0.307 0.00 0.00 0.00 0.00---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Distributed force on members__________________________________________________________________________________________________________________________

Condition Member Dir1 Val1 Val2 Dist1 % Dist2 %[Kip/ft] [Kip/ft] [ft] [ft]

-----------------------------------------------------------------------------------------------------------------------------------------------WL 1 X 0.038 0.038 0.00 Yes 10.33 No

X 0.06 0.06 10.33 No 100.00 Yes-----------------------------------------------------------------------------------------------------------------------------------------------

Self weight multipliers for load conditions__________________________________________________________________________________________________________________________

Self weight multiplier Condition Description Comb. MultX MultY MultZ

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------DL Dead Load No 0.00 0.00 0.00LL Live Load No 0.00 0.00 0.00WL Wind No 0.00 0.00 0.00GRAV DL+LL Yes 0.00 0.00 0.00WIND DL+WL Yes 0.00 0.00 0.00WIND2 DL+0.75LL+0.75WL Yes 0.00 0.00 0.00--------------------------------------------------------------------------------------------------------------------------------------------------------------------------

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Earthquake (Dynamic analysis only)__________________________________________________________________________________________________________________________

Condition a/g Ang. Damp.[Deg] [%]

---------------------------------------------------------------------------DL 0.00 0.00 0.00LL 0.00 0.00 0.00WL 0.00 0.00 0.00GRAV 0.00 0.00 0.00WIND 0.00 0.00 0.00WIND2 0.00 0.00 0.00---------------------------------------------------------------------------

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Analysis result

Translations__________________________________________________________________________________________________________________________

Translations [in] Rotations [Rad] Node TX TY TZ RX RY RZ--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition GRAV=DL+LL1 0.00000 0.00000 0.00000 0.00000 0.00000 0.001032 0.11538 -0.00519 0.00000 0.00000 0.00000 -0.002063 0.00000 -0.00519 0.00000 0.00000 0.00000 -0.002064 -0.00008 -0.01191 0.00000 0.00000 0.00000 -0.00213--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition WIND=DL+WL1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.002252 0.36077 -0.00230 0.00000 0.00000 0.00000 -0.007513 0.00000 -0.00230 0.00000 0.00000 0.00000 -0.003114 -0.00011 -0.01187 0.00000 0.00000 0.00000 -0.00314--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition WIND2=DL+0.75LL+0.75WL1 0.00000 0.00000 0.00000 0.00000 0.00000 -0.001152 0.33150 -0.00446 0.00000 0.00000 0.00000 -0.006723 0.00000 -0.00446 0.00000 0.00000 0.00000 -0.003424 -0.00013 -0.01519 0.00000 0.00000 0.00000 -0.00348--------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Reactions__________________________________________________________________________________________________________________________

Direction of positive forces and moments

Forces [Kip] Moments [Kip*ft] Node FX FY FZ MX MY MZ--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition GRAV=DL+LL1 0.01336 0.55200 0.00000 0.00000 0.00000 0.000003 -0.01336 0.00000 0.00000 0.00000 0.00000 0.00000--------------------------------------------------------------------------------------------------------------------------------------------------------------------------SUM 0.00000 0.55200 0.00000 0.00000 0.00000 0.00000

Condition WIND=DL+WL1 -0.12716 0.24500 0.00000 0.00000 0.00000 0.000003 -0.54558 0.00000 0.00000 0.00000 0.00000 0.00000--------------------------------------------------------------------------------------------------------------------------------------------------------------------------SUM -0.67274 0.24500 0.00000 0.00000 0.00000 0.00000

Condition WIND2=DL+0.75LL+0.75WL1 -0.08832 0.47525 0.00000 0.00000 0.00000 0.000003 -0.41624 0.00000 0.00000 0.00000 0.00000 0.00000--------------------------------------------------------------------------------------------------------------------------------------------------------------------------SUM -0.50455 0.47525 0.00000 0.00000 0.00000 0.00000

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Nodal displacements envelope__________________________________________________________________________________________________________________________Note.- lc is the controlling load conditionNodal displacements envelope for :

GRAV=DL+LLWIND=DL+WLWIND2=DL+0.75LL+0.75WL

Translation Rotation Node X lc Y lc Z lc Rx lc Ry lc Rz lc

[in] [in] [in] [Rad] [Rad] [Rad]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 Max 0.000 GRAV 0.000 GRAV 0.000 GRAV 0.00000 GRAV 0.00000 GRAV 0.00103 GRAV

Min 0.000 GRAV 0.000 GRAV 0.000 GRAV 0.00000 GRAV 0.00000 GRAV -0.00225 WIND------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------2 Max 0.361 WIND -0.002 WIND 0.000 GRAV 0.00000 GRAV 0.00000 GRAV -0.00206 GRAV

Min 0.115 GRAV -0.005 GRAV 0.000 GRAV 0.00000 GRAV 0.00000 GRAV -0.00751 WIND------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------3 Max 0.000 GRAV -0.002 WIND 0.000 GRAV 0.00000 GRAV 0.00000 GRAV -0.00206 GRAV

Min 0.000 GRAV -0.005 GRAV 0.000 GRAV 0.00000 GRAV 0.00000 GRAV -0.00342 WIND2------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------4 Max 0.000 GRAV -0.012 WIND 0.000 GRAV 0.00000 GRAV 0.00000 GRAV -0.00213 GRAV

Min 0.000 WIND2 -0.015 WIND2 0.000 GRAV 0.00000 GRAV 0.00000 GRAV -0.00348 WIND2------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Envelope for nodal reactions__________________________________________________________________________________________________________________________Note.- lc is the controlling load condition


Envelope of nodal reactions for :GRAV=DL+LLWIND=DL+WLWIND2=DL+0.75LL+0.75WL

Forces Moments Node Fx lc Fy lc Fz lc Mx lc My lc Mz lc

[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 Max 0.013 GRAV 0.552 GRAV 0.000 GRAV 0.00000 GRAV 0.00000 GRAV 0.00000 GRAV

Min -0.127 WIND 0.245 WIND 0.000 GRAV 0.00000 GRAV 0.00000 GRAV 0.00000 GRAV---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------3 Max -0.013 GRAV 0.000 GRAV 0.000 GRAV 0.00000 GRAV 0.00000 GRAV 0.00000 GRAV

Min -0.546 WIND 0.000 GRAV 0.000 GRAV 0.00000 GRAV 0.00000 GRAV 0.00000 GRAV---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Maximum forces at members__________________________________________________________________________________________________________________________

Condition : GRAV=DL+LLAxial Shear V2 Shear V3 Torsion M22 M33[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]

----------------------------------------------------------------------------------------------------------------------------------------MEMBER 1Max 0.00 0.00 0.00 0.00 0.00 0.00Min -0.55 -0.01 0.00 0.00 0.00 -0.14MEMBER 2Max 0.01 0.55 0.00 0.00 0.00 0.00Min 0.01 0.55 0.00 0.00 0.00 -0.14----------------------------------------------------------------------------------------------------------------------------------------

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Condition : WIND=DL+WLAxial Shear V2 Shear V3 Torsion M22 M33[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]


Condition : WIND2=DL+0.75LL+0.75WLAxial Shear V2 Shear V3 Torsion M22 M33[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]


Local deflections in members__________________________________________________________________________________________________________________________

MEMBER 1 Cantilever - type (a)

Station Axis 1 Axis 2 Axis 3 Rotation11 Defl. (2) Defl. (3)[in] [in] [in] [Rad] [in] [in]

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : GRAV=DL+LL0% 0.000 0.000 0.000 0.00000 - -25% -0.002 0.040 0.000 0.00000 0.06903 (> L/10) -50% -0.004 0.044 0.000 0.00000 0.10149 (> L/10) -75% -0.005 -0.023 0.000 0.00000 0.06386 (> L/10) -100% -0.005 -0.115 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : WIND=DL+WL0% 0.000 0.000 0.000 0.00000 - -25% -0.001 -0.060 0.000 0.00000 0.03015 (> L/10) -50% -0.002 0.002 0.000 0.00000 0.18241 (> L/10) -75% -0.002 -0.047 0.000 0.00000 0.22388 (> L/10) -100% -0.002 -0.361 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : WIND2=DL+0.75LL+0.75WL0% 0.000 0.000 0.000 0.00000 - -25% -0.002 -0.024 0.000 0.00000 0.05906 (> L/10) -50% -0.003 0.025 0.000 0.00000 0.19040 (> L/10) -75% -0.004 -0.047 0.000 0.00000 0.20164 (> L/10) -100% -0.004 -0.332 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------


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--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : GRAV=DL+LL0% 0.000 -0.005 0.000 0.00000 - -25% 0.000 -0.007 0.000 0.00000 - -50% 0.000 -0.009 0.000 0.00000 - -75% 0.000 -0.010 0.000 0.00000 - -100% 0.000 -0.012 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : WIND=DL+WL0% 0.000 -0.002 0.000 0.00000 - -25% 0.000 -0.005 0.000 0.00000 - -50% 0.000 -0.007 0.000 0.00000 - -75% 0.000 -0.009 0.000 0.00000 - -100% 0.000 -0.012 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : WIND2=DL+0.75LL+0.75WL0% 0.000 -0.004 0.000 0.00000 - -25% 0.000 -0.007 0.000 0.00000 - -50% 0.000 -0.010 0.000 0.00000 - -75% 0.000 -0.012 0.000 0.00000 - -100% 0.000 -0.015 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Maximum relative deflections__________________________________________________________________________________________________________________________Remark.- Magnitude of deflections in absolute value.Condit. :

GRAV=DL+LLWIND=DL+WLWIND2=DL+0.75LL+0.75WL

MEMBER 1Condition Defl. (2) [in] @(%) Defl. (3) [in] @(%)-------------------------------------------------------------------------------------------------------------------------------------------GRAV 0.10149 (L/1774) 50.00000 0.00000 (< L/10000) 0.00000WIND 0.24548 (L/733) 62.50000 0.00000 (< L/10000) 0.00000WIND2 0.23299 (L/773) 62.50000 0.00000 (< L/10000) 0.00000-------------------------------------------------------------------------------------------------------------------------------------------

MEMBER 2Condition Defl. (2) [in] @(%) Defl. (3) [in] @(%)-------------------------------------------------------------------------------------------------------------------------------------------GRAV 0.00003 (< L/10000) 37.50000 0.00000 (< L/10000) 0.00000WIND 0.00001 (< L/10000) 37.50000 0.00000 (< L/10000) 0.00000WIND2 0.00002 (< L/10000) 37.50000 0.00000 (< L/10000) 0.00000-------------------------------------------------------------------------------------------------------------------------------------------

Forces at member ends__________________________________________________________________________________________________________________________Notes.- F1: Axial forces

F2: Shear force in 2F3: Shear force in 3M11: Torsional momentM22: Bending moments 2M33: Bending moments 3

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Sign convention with possitive values

CONDITION: GRAV=DL+LL

Member End F1 F2 F3 M11 M22 M33[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 NJ: 1 0.55200 -0.01336 0.00000 0.00000 0.00000 0.000001 NK: 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

2 NJ: 3 -0.00662 0.55196 0.00000 0.00000 0.00000 0.138002 NK: 4 0.00662 -0.55196 0.00000 0.00000 0.00000 0.00000

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

CONDITION: WIND=DL+WL


------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 NJ: 1 0.24500 0.12716 0.00000 0.00000 0.00000 0.000001 NK: 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

2 NJ: 3 -0.00294 0.24498 0.00000 0.00000 0.00000 0.061252 NK: 4 0.00294 -0.24498 0.00000 0.00000 0.00000 0.00000

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

CONDITION: WIND2=DL+0.75LL+0.75WL


------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 NJ: 1 0.47525 0.08832 0.00000 0.00000 0.00000 0.000001 NK: 2 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000

2 NJ: 3 -0.00570 0.47522 0.00000 0.00000 0.00000 0.118812 NK: 4 0.00570 -0.47522 0.00000 0.00000 0.00000 0.00000

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

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Wood Design

Design code: ANSI/AF&PA NDS-2005 ASD__________________________________________________________________________________________________________________________Report: Comprehensive

_________________________________________________

Member : 1Design status : OK

_________________________________________________

PROPERTIES

Section information__________________________________________________________________________________________________________________________

Section name: S4S 2x6 (US)

Dimensions---------------------------------------------------------------------------------------------------------

b = 1.500 [in] Widthd = 5.500 [in] Height

Properties---------------------------------------------------------------------------------------------------------Section properties Unit Major axis Minor axisGross area of the section. (Ag) [in2] 8.250Moment of Inertia (principal axes) (I') [in4] 20.797 1.547Top elastic section modulus of the section (local axis) (Ssup) [in3] 7.563 2.063

Material : DFir-L_No2

Properties Value-------------------------------------------------------------------------------------------------------------------------------------------Type: LumberSpecies: Douglas Fir-LarchGrade: No.2Coefficient of variation: 0.25-------------------------------------------------------------------------------------------------------------------------------------------

DESIGN CRITERIA

Description Unit Value-------------------------------------------------------------------------------------------------------------------------------------------Temperature: -- T<=100FMoisture conditions: -- DryWood: -- UnincisedRepetitive member: -- NoType: -- ColumnEnd notches at top: -- TopNotch length: [in] 0.00Notch depth: [in] 0.00-------------------------------------------------------------------------------------------------------------------------------------------

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Description Unit Major axis Minor axis-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Physical length [ft] 15.00Effective length for bending (Le) [ft] 0.00Unbraced length for bending (Lu) [ft] 2.00Unbraced compression length (Lx, Ly) [ft] 10.33 2.00Effective length factor (K) -- 1.00 1.00Lateral bracing -- No NoBearing length (Lb) [in] 0.50Length between inflection points (Li) [ft] 15.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

SERVICE CONDITIONS

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Verification Unit Value Ctrl EQ Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Deflection in compression and/or bending -- -0.36 WIND at 100.00%-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN CHECKS

DESIGN FOR TENSION

Ratio : 0.00Capacity : 0.75 [Kip/in2] Reference : (Sec. 3.8)Demand : 0.00 [Kip/in2] Ctrl Eq. : GRAV at 0.00%

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Axial design value for tension (Ft) [Kip/in2] 0.58

Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Size factor (CFt) -- 1.30 (Sec. 4.3.6)Incising factor (CiFt) -- 1.00 (Sec. 4.3.8)

Tension axial force (P+) [Kip] 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR COMPRESSION

Ratio : 0.09Capacity : 0.77 [Kip/in2] Reference : (Sec. 3.6.3)Demand : -0.07 [Kip/in2] Ctrl Eq. : GRAV at 0.00%

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Axial design value for compression (Fc) [Kip/in2] 1.35

Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Size factor (CF) -- 1.10 (Sec. 4.3.6)Incising factor (Ci) -- 1.00 (Sec. 4.3.8)Column stability factor (CP) -- 0.52 (Eq. 3.7-1)

Compression axial force (P-) [Kip] -0.55Modulus of elasticity for stability (Emin) [Kip/in2] 580.00Adjusted modulus of elasticity for stability (Emin') [Kip/in2] 580.00

Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Incising factor (Ci) -- 1.00 (Sec. 4.3.8)Buckling stiffness factor (CT) -- 1.00 (Sec. 4.4.2)

Critical buckling design value (FcE1) [Kip/in2] 0.94 (Sec. 3.9.2)Critical buckling design value (FcE2) [Kip/in2] 1.86 (Sec. 3.9.2)-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR FLEXURE

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Bending about major axis, M33

Ratio : 0.62Capacity : 1.83 [Kip/in2] Reference : (Sec. 3.3)Demand : 1.13 [Kip/in2] Ctrl Eq. : WIND at 68.75%

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Bending design value (Fb) [Kip/in2] 0.90

Duration factor (CD) -- 1.60 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Stability Factor (CL) -- 0.98 (Sec. 3.3.3)Size factor (CF) -- 1.30 (Sec. 4.3.6)Incising factor (Ci) -- 1.00 (Table 4.3.8)Repetitive member factor (Cr) -- 1.00 (Sec. 4.3.9)

Bending moment (Mxx) [Kip*ft] -0.71Slenderness Ratio (RB) -- 10.99 (Eq. 3.3-5)Critical buckling design value (FbE) [Kip/in2] 5.76 (Sec. 3.3.3.8)-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Bending about minor axis, M22


-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Bending design value (Fbyy) [Kip/in2] 0.90

Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Stability Factor (CL) -- 1.00 (Sec. 3.3.3)Size factor (CF) -- 1.30 (Sec. 4.3.6)Flat use factor (Cfu) -- 1.15 (Sec. 4.3.7)Incising factor (Ci) -- 1.00 (Table 4.3.8)Repetitive member factor (Cr) -- 1.00 (Sec. 4.3.9)

Bending moment (Myy) [Kip*ft] 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR SHEAR

Shear parallel to minor axis, V2

Ratio : 0.17Capacity : 0.29 [Kip/in2] Reference : (Sec. 3.4)Demand : 0.05 [Kip/in2] Ctrl Eq. : WIND at 68.75%

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Shear design value (Fv) [Kip/in2] 0.18

Duration factor (CD) -- 1.60 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Incising factor (Ci) -- 1.00 (Table 4.3.8)

Shear Force (Vy) [Kip] -0.26Notch factor (CN) -- 1.00 (Sec. 3.4.3)-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Shear parallel to major axis, V3

Ratio : 0.00Capacity : 0.18 [Kip/in2] Reference : (Sec. 3.4.2)Demand : 0.00 [Kip/in2] Ctrl Eq. : GRAV at 0.00%

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Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3/5.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Incising factor (Ci) -- 1.00 (Table 4.3.8)

Shear Force (Vy) [Kip] 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR TORSION

Ratio : 0.00Capacity : 0.12 [Kip/in2] Reference : (AITC-TCM)Demand : 0.00 [Kip/in2] Ctrl Eq. : GRAV at 0.00%

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Torsion design value (Fvt) [Kip/in2] 0.12Torsion moment (Mtor) [Kip*ft] 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR BEARING (informative)

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Maximum reaction (Rmax) [Kip] 1.11 (Sec. 3.10.3)

Load angle () -- 0.00Axial design value for compression (Fc*) [Kip/in2] 1.49Comp. design value perpendicular to grain (Fcp) [Kip/in2] 0.63

Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Incising factor (Ci) -- 1.00 (Sec. 4.3.8)Bearing area factor (Cb) -- 1.75 (Eq. 3.10-2)

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

INTERACTION

Combined axial and bending interaction value

Ratio : 0.64Ctrl Eq. : WIND at 68.75%Reference : (Eq. 3.9-3)

CRITICAL STRENGTH RATIO

...................................................................................................................................................................................Ratio : 0.64Ctrl Eq. : WIND at 68.75% Reference : (Eq. 3.9-3)

...................................................................................................................................................................................

_________________________________________________

Member : 2Design status : OK

_________________________________________________

PROPERTIES

Section information__________________________________________________________________________________________________________________________

Section name: S4S 2x6 (US)

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Dimensions---------------------------------------------------------------------------------------------------------

b = 1.500 [in] Widthd = 5.500 [in] Height

Properties---------------------------------------------------------------------------------------------------------Section properties Unit Major axis Minor axisGross area of the section. (Ag) [in2] 8.250Moment of Inertia (principal axes) (I') [in4] 20.797 1.547Top elastic section modulus of the section (local axis) (Ssup) [in3] 7.563 2.063

Material : DFir-L_No2

Properties Value-------------------------------------------------------------------------------------------------------------------------------------------Type: LumberSpecies: Douglas Fir-LarchGrade: No.2Coefficient of variation: 0.25-------------------------------------------------------------------------------------------------------------------------------------------

DESIGN CRITERIA

Description Unit Value-------------------------------------------------------------------------------------------------------------------------------------------Temperature: -- T<=100FMoisture conditions: -- DryWood: -- UnincisedRepetitive member: -- NoType: -- BeamEnd notches at top: -- TopNotch length: [in] 0.00Notch depth: [in] 0.00-------------------------------------------------------------------------------------------------------------------------------------------

Description Unit Major axis Minor axis-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Physical length [ft] 0.25Effective length for bending (Le) [ft] 0.00Unbraced length for bending (Lu) [ft] 0.25Unbraced compression length (Lx, Ly) [ft] 0.25 0.25Effective length factor (K) -- 1.00 1.00Lateral bracing -- No NoBearing length (Lb) [in] 0.50Length between inflection points (Li) [ft] 0.25-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

SERVICE CONDITIONS

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Verification Unit Value Ctrl EQ Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Deflection in compression and/or bending -- -0.02 WIND2 at 100.00%-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN CHECKS

DESIGN FOR TENSION


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-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Axial design value for tension (Ft) [Kip/in2] 0.58

Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Size factor (CFt) -- 1.30 (Sec. 4.3.6)Incising factor (CiFt) -- 1.00 (Sec. 4.3.8)

Tension axial force (P+) [Kip] 0.01-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR COMPRESSION


-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Axial design value for compression (Fc) [Kip/in2] 1.35

Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Size factor (CF) -- 1.10 (Sec. 4.3.6)Incising factor (Ci) -- 1.00 (Sec. 4.3.8)Column stability factor (CP) -- 1.00 (Eq. 3.7-1)

Compression axial force (P-) [Kip] 0.00Modulus of elasticity for stability (Emin) [Kip/in2] 580.00Adjusted modulus of elasticity for stability (Emin') [Kip/in2] 580.00

Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Incising factor (Ci) -- 1.00 (Sec. 4.3.8)Buckling stiffness factor (CT) -- 1.00 (Sec. 4.4.2)

Critical buckling design value (FcE1) [Kip/in2] 1602.21 (Sec. 3.9.2)Critical buckling design value (FcE2) [Kip/in2] 119.17 (Sec. 3.9.2)-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR FLEXURE

Bending about major axis, M33


-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Bending design value (Fb) [Kip/in2] 0.90

Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Stability Factor (CL) -- 1.00 (Sec. 3.3.3)Size factor (CF) -- 1.30 (Sec. 4.3.6)Incising factor (Ci) -- 1.00 (Table 4.3.8)Repetitive member factor (Cr) -- 1.00 (Sec. 4.3.9)

Bending moment (Mxx) [Kip*ft] -0.14Slenderness Ratio (RB) -- 3.89 (Eq. 3.3-5)Critical buckling design value (FbE) [Kip/in2] 46.07 (Sec. 3.3.3.8)-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Bending about minor axis, M22


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-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Bending design value (Fbyy) [Kip/in2] 0.90

Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Stability Factor (CL) -- 1.00 (Sec. 3.3.3)Size factor (CF) -- 1.30 (Sec. 4.3.6)Flat use factor (Cfu) -- 1.15 (Sec. 4.3.7)Incising factor (Ci) -- 1.00 (Table 4.3.8)Repetitive member factor (Cr) -- 1.00 (Sec. 4.3.9)

Bending moment (Myy) [Kip*ft] 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR SHEAR

Shear parallel to minor axis, V2



Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Incising factor (Ci) -- 1.00 (Table 4.3.8)

Shear Force (Vy) [Kip] 0.55Notch factor (CN) -- 1.00 (Sec. 3.4.3)-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Shear parallel to major axis, V3



Duration factor (CD) -- 1.00 (Table 2.3.2)Wet service factor (CM) -- 1.00 (Sec. 4.3.3/5.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Incising factor (Ci) -- 1.00 (Table 4.3.8)

Shear Force (Vy) [Kip] 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR TORSION

Ratio : 0.00Capacity : 0.12 [Kip/in2] Reference : (AITC-TCM)Demand : 0.00 [Kip/in2] Ctrl Eq. : GRAV at 0.00%

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Torsion design value (Fvt) [Kip/in2] 0.12Torsion moment (Mtor) [Kip*ft] 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

DESIGN FOR BEARING (informative)

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-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Intermediate results Unit Value Reference-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------Maximum reaction (Rmax) [Kip] 1.11 (Sec. 3.10.3)

Load angle () -- 0.00Axial design value for compression (Fc*) [Kip/in2] 1.49Comp. design value perpendicular to grain (Fcp) [Kip/in2] 0.63

Wet service factor (CM) -- 1.00 (Sec. 4.3.3)Temperature factor (Ct) -- 1.00 (Sec. 2.3.3)Incising factor (Ci) -- 1.00 (Sec. 4.3.8)Bearing area factor (Cb) -- 1.75 (Eq. 3.10-2)

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------

INTERACTION

Combined axial and bending interaction value

Ratio : 0.19Ctrl Eq. : GRAV at 0.00%Reference : (Eq. 3.9-1)

CRITICAL STRENGTH RATIO

...................................................................................................................................................................................Ratio : 0.56Ctrl Eq. : GRAV at 0.00% Reference : (Sec. 3.4)

...................................................................................................................................................................................

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urpho

Typewritten Text

Current Date: 3/18/2021 7:25 PMUnits system: EnglishFile name: \\SF2020\!!StructuralForce2\2020\SF20015 - SEDONA PD\BEAMS 031621 rev2.etz\


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urpho

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Glulam beam designs



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Geometry data__________________________________________________________________________________________________________________________GLOSSARY

Cb22, Cb33 : Moment gradient coefficientsCm22, Cm33 : Coefficients applied to bending term in interaction formulad0 : Tapered member section depth at J end of memberDJX : Rigid end offset distance measured from J node in axis XDJY : Rigid end offset distance measured from J node in axis YDJZ : Rigid end offset distance measured from J node in axis ZDKX : Rigid end offset distance measured from K node in axis XDKY : Rigid end offset distance measured from K node in axis YDKZ : Rigid end offset distance measured from K node in axis ZdL : Tapered member section depth at K end of memberIg factor : Inertia reduction factor (Effective Inertia/Gross Inertia) for reinforced concrete membersK22 : Effective length factor about axis 2K33 : Effective length factor about axis 3L22 : Member length for calculation of axial capacityL33 : Member length for calculation of axial capacityLB pos : Lateral unbraced length of the compression flange in the positive side of local axis 2LB neg : Lateral unbraced length of the compression flange in the negative side of local axis 2RX : Rotation about XRY : Rotation about YRZ : Rotation about ZTO : 1 = Tension only member 0 = Normal memberTX : Translation in XTY : Translation in YTZ : Translation in Z

Nodes__________________________________________________________________________________________________________________________

Node X Y Z Rigid Floor[ft] [ft] [ft]

--------------------------------------------------------------------------------------------------------------------1 0.00 0.00 0.00 02 24.25 0.00 0.00 03 2.00 0.00 0.00 04 10.42 0.00 0.00 05 21.67 0.00 0.00 07 24.25 0.00 19.50 08 0.00 0.00 19.50 011 0.00 0.00 31.00 012 24.25 0.00 31.00 013 2.00 0.00 31.00 014 10.42 0.00 31.00 015 21.67 0.00 31.00 016 4.67 0.00 31.00 017 8.25 0.00 31.00 018 4.67 0.00 51.00 019 8.25 0.00 51.00 020 4.67 0.00 39.67 021 8.25 0.00 39.67 022 4.67 0.00 45.17 023 8.25 0.00 45.17 024 4.67 0.00 0.00 025 8.25 0.00 0.00 026 4.67 0.00 -4.20 027 8.25 0.00 -4.20 028 4.67 0.00 -9.60 029 8.25 0.00 -9.60 030 4.67 0.00 -15.50 031 8.25 0.00 -15.50 0

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--------------------------------------------------------------------------------------------------------------------

Restraints__________________________________________________________________________________________________________________________

Node TX TY TZ RX RY RZ

-----------------------------------------------------------------------------------------------1 1 1 1 1 1 12 1 1 1 1 0 011 1 1 1 1 1 112 1 1 1 1 0 018 1 1 1 1 1 119 1 1 1 1 1 130 1 1 1 1 1 131 1 1 1 1 1 1-----------------------------------------------------------------------------------------------

Members__________________________________________________________________________________________________________________________

Member NJ NK Description Section Material d0 dL Ig factor[in] [in]

-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 11 12 G1-1_2L 6.75x18 DF_24F-V8 0.00 0.00 0.002 1 2 G1-1_2L 6.75x19.5 DF_24F-V8 0.00 0.00 0.006 8 7 G1-1_2L 5.125x16.5 DF_24F-V8 0.00 0.00 0.008 18 16 G1-1_2L 3.125x12 DF_24F-V8 0.00 0.00 0.009 19 17 G1-1_2L 3.125x12 DF_24F-V8 0.00 0.00 0.0010 22 23 G1-1_2L 3.125x12 DF_24F-V8 0.00 0.00 0.0011 20 21 G1-1_2L 3.125x12 DF_24F-V8 0.00 0.00 0.0012 24 30 G1-1_2L 3.125x12 DF_24F-V8 0.00 0.00 0.0013 25 31 G1-1_2L 3.125x12 DF_24F-V8 0.00 0.00 0.0014 26 27 G1-1_2L 3.125x12 DF_24F-V8 0.00 0.00 0.0015 28 29 G1-1_2L 3.125x12 DF_24F-V8 0.00 0.00 0.0016 1 11 G1-1_2L 6.75x27 DF_24F-V8 0.00 0.00 0.0017 2 12 G1-1_2L 6.75x16.5 DF_24F-V8 0.00 0.00 0.00-----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Hinges__________________________________________________________________________________________________________________________

Node-J Node-K Member M33 M22 V3 V2 M33 M22 V3 V2 TOR AXL Axial rigidity

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 1 1 0 0 1 1 0 0 1 0 Full2 1 1 0 0 1 1 0 0 1 0 Full6 1 1 0 0 0 0 0 0 1 0 Full8 1 1 0 0 1 1 0 0 1 0 Full9 1 1 0 0 1 1 0 0 1 0 Full10 1 1 0 0 1 1 0 0 1 0 Full11 1 1 0 0 1 1 0 0 1 0 Full12 1 1 0 0 1 1 0 0 1 0 Full13 1 1 0 0 1 1 0 0 1 0 Full14 1 1 0 0 1 1 0 0 1 0 Full15 1 1 0 0 1 1 0 0 1 0 Full16 1 1 0 0 1 1 0 0 1 0 Full17 1 1 0 0 1 1 0 0 0 0 Full---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

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Load data__________________________________________________________________________________________________________________________GLOSSARY

Comb : Indicates if load condition is a load combination

Load Conditions__________________________________________________________________________________________________________________________

Condition Description Comb. Category

-------------------------------------------------------------------------------------------------------------------------------------------------------------------DL Dead Load No DLLL Live Load No LLRTL DL+LL Yes-------------------------------------------------------------------------------------------------------------------------------------------------------------------

Load on nodes__________________________________________________________________________________________________________________________

Condition Node FX FY FZ MX MY MZ[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------DL 20 0.00 -0.25 0.00 0.00 0.00 0.00

21 0.00 -0.25 0.00 0.00 0.00 0.0022 0.00 -0.25 0.00 0.00 0.00 0.0023 0.00 -0.25 0.00 0.00 0.00 0.0026 0.00 -0.25 0.00 0.00 0.00 0.0027 0.00 -0.25 0.00 0.00 0.00 0.0028 0.00 -0.25 0.00 0.00 0.00 0.0029 0.00 -0.25 0.00 0.00 0.00 0.00

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Distributed force on members__________________________________________________________________________________________________________________________

Condition Member Dir1 Val1 Val2 Dist1 % Dist2 %[Kip/ft] [Kip/ft] [ft] [ft]

-----------------------------------------------------------------------------------------------------------------------------------------------DL 1 Y -0.252 -0.252 0.00 Yes 100.00 Yes

2 Y -0.34 -0.34 0.00 Yes 100.00 Yes6 Y -0.248 -0.248 2.00 No 100.00 Yes8 Y -0.032 -0.032 0.00 Yes 100.00 Yes9 Y -0.032 -0.032 0.00 Yes 100.00 Yes10 Y -0.09 -0.09 0.00 Yes 100.00 Yes11 Y -0.09 -0.09 0.00 Yes 100.00 Yes12 Y -0.032 -0.032 0.00 Yes 100.00 Yes13 Y -0.032 -0.032 0.00 Yes 100.00 Yes14 Y -0.09 -0.09 0.00 Yes 100.00 Yes15 Y -0.09 -0.09 0.00 Yes 100.00 Yes16 Y -0.35 -0.35 0.00 Yes 100.00 Yes

LL 1 Y -0.315 -0.315 0.00 Yes 100.00 Yes2 Y -0.425 -0.425 0.00 Yes 100.00 Yes6 Y -0.256 -0.256 2.00 No 100.00 Yes8 Y -0.04 -0.04 0.00 Yes 100.00 Yes

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BM - 5

9 Y -0.04 -0.04 0.00 Yes 100.00 Yes10 Y -0.09 -0.09 0.00 Yes 100.00 Yes11 Y -0.09 -0.09 0.00 Yes 100.00 Yes12 Y -0.04 -0.04 0.00 Yes 100.00 Yes13 Y -0.04 -0.04 0.00 Yes 100.00 Yes14 Y -0.09 -0.09 0.00 Yes 100.00 Yes15 Y -0.09 -0.09 0.00 Yes 100.00 Yes16 Y -0.40 -0.40 0.00 Yes 100.00 Yes

-----------------------------------------------------------------------------------------------------------------------------------------------

Self weight multipliers for load conditions__________________________________________________________________________________________________________________________

Self weight multiplier Condition Description Comb. MultX MultY MultZ

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------DL Dead Load No 0.00 -1.00 0.00LL Live Load No 0.00 0.00 0.00TL DL+LL Yes 0.00 0.00 0.00--------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Earthquake (Dynamic analysis only)__________________________________________________________________________________________________________________________

Condition a/g Ang. Damp.[Deg] [%]

---------------------------------------------------------------------------DL 0.00 0.00 0.00LL 0.00 0.00 0.00TL 0.00 0.00 0.00---------------------------------------------------------------------------

Page2


BM - 6


Analysis result

Translations__________________________________________________________________________________________________________________________

Translations [in] Rotations [Rad] Node TX TY TZ RX RY RZ--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition TL=DL+LL1 0.00000 0.00000 0.00000 0.00000 0.00000 0.000002 0.00000 0.00000 0.00000 0.00000 0.00000 0.011483 0.00000 -0.25557 0.00000 0.00000 0.00000 -0.010234 0.00000 -0.94147 0.00000 0.00000 0.00000 -0.001985 0.00000 -0.31457 0.00000 0.00000 0.00000 0.009637 0.00000 -1.41818 0.00000 -0.00425 0.00000 0.011488 0.00000 -1.02928 0.00000 -0.00345 0.00000 0.0000011 0.00000 0.00000 0.00000 0.00000 0.00000 0.0000012 0.00000 0.00000 0.00000 0.00000 0.00000 0.0114813 0.00000 -0.25602 0.00000 0.00000 0.00000 -0.0102614 0.00000 -0.93897 0.00000 0.00000 0.00000 -0.0019215 0.00000 -0.31152 0.00000 0.00000 0.00000 0.0095616 0.00000 -0.56323 0.00000 0.00000 0.00000 -0.0085017 0.00000 -0.85279 0.00000 0.00000 0.00000 -0.0046618 0.00000 0.00000 0.00000 0.00000 0.00000 0.0000019 0.00000 0.00000 0.00000 0.00000 0.00000 0.0000020 0.00000 -1.03143 0.00000 -0.00023 0.00000 0.0000021 0.00000 -1.19547 0.00000 -0.00143 0.00000 0.0000022 0.00000 -0.75157 0.00000 -0.00806 0.00000 0.0000023 0.00000 -0.83598 0.00000 -0.00926 0.00000 0.0000024 0.00000 -0.56252 0.00000 0.00000 0.00000 -0.0085025 0.00000 -0.85353 0.00000 0.00000 0.00000 -0.0047126 0.00000 -0.63452 0.00000 -0.00017 0.00000 0.0000027 0.00000 -0.84668 0.00000 0.00139 0.00000 0.0000028 0.00000 -0.48748 0.00000 0.00484 0.00000 0.0000029 0.00000 -0.59825 0.00000 0.00640 0.00000 0.0000030 0.00000 0.00000 0.00000 0.00000 0.00000 0.0000031 0.00000 0.00000 0.00000 0.00000 0.00000 0.00000--------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Reactions__________________________________________________________________________________________________________________________


Forces [Kip] Moments [Kip*ft] Node FX FY FZ MX MY MZ--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition TL=DL+LL1 0.00000 25.83387 0.00000 0.00000 0.00000 0.000002 0.00000 13.09342 0.00000 0.00000 0.00000 0.0000011 0.00000 24.84466 0.00000 0.00000 0.00000 0.0000012 0.00000 12.31101 0.00000 0.00000 0.00000 0.0000018 0.00000 1.48131 0.00000 0.00000 0.00000 0.0000019 0.00000 1.48131 0.00000 0.00000 0.00000 0.0000030 0.00000 1.15112 0.00000 0.00000 0.00000 0.00000

Page1


BM - 7

31 0.00000 1.15112 0.00000 0.00000 0.00000 0.00000--------------------------------------------------------------------------------------------------------------------------------------------------------------------------SUM 0.00000 81.34780 0.00000 0.00000 0.00000 0.00000

Nodal displacements envelope__________________________________________________________________________________________________________________________Note.- lc is the controlling load conditionNodal displacements envelope for :

TL=DL+LL

Translation Rotation Node X lc Y lc Z lc Rx lc Ry lc Rz lc

[in] [in] [in] [Rad] [Rad] [Rad]------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 Max 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL

Min 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------2 Max 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.01148 TL

Min 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.01148 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------3 Max 0.000 TL -0.256 TL 0.000 TL 0.00000 TL 0.00000 TL -0.01023 TL

Min 0.000 TL -0.256 TL 0.000 TL 0.00000 TL 0.00000 TL -0.01023 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------4 Max 0.000 TL -0.941 TL 0.000 TL 0.00000 TL 0.00000 TL -0.00198 TL

Min 0.000 TL -0.941 TL 0.000 TL 0.00000 TL 0.00000 TL -0.00198 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------5 Max 0.000 TL -0.315 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00963 TL

Min 0.000 TL -0.315 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00963 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------7 Max 0.000 TL -1.418 TL 0.000 TL -0.00425 TL 0.00000 TL 0.01148 TL

Min 0.000 TL -1.418 TL 0.000 TL -0.00425 TL 0.00000 TL 0.01148 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------8 Max 0.000 TL -1.029 TL 0.000 TL -0.00345 TL 0.00000 TL 0.00000 TL

Min 0.000 TL -1.029 TL 0.000 TL -0.00345 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------11 Max 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL


Min 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.01148 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------13 Max 0.000 TL -0.256 TL 0.000 TL 0.00000 TL 0.00000 TL -0.01026 TL


Min 0.000 TL -0.939 TL 0.000 TL 0.00000 TL 0.00000 TL -0.00192 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------15 Max 0.000 TL -0.312 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00956 TL

Min 0.000 TL -0.312 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00956 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------16 Max 0.000 TL -0.563 TL 0.000 TL 0.00000 TL 0.00000 TL -0.00850 TL


Min 0.000 TL -0.853 TL 0.000 TL 0.00000 TL 0.00000 TL -0.00466 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------18 Max 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL


Min 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------20 Max 0.000 TL -1.031 TL 0.000 TL -0.00023 TL 0.00000 TL 0.00000 TL

Page2


BM - 8




Min 0.000 TL -0.836 TL 0.000 TL -0.00926 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------24 Max 0.000 TL -0.563 TL 0.000 TL 0.00000 TL 0.00000 TL -0.00850 TL


Min 0.000 TL -0.854 TL 0.000 TL 0.00000 TL 0.00000 TL -0.00471 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------26 Max 0.000 TL -0.635 TL 0.000 TL -0.00017 TL 0.00000 TL 0.00000 TL

Min 0.000 TL -0.635 TL 0.000 TL -0.00017 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------27 Max 0.000 TL -0.847 TL 0.000 TL 0.00139 TL 0.00000 TL 0.00000 TL

Min 0.000 TL -0.847 TL 0.000 TL 0.00139 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------28 Max 0.000 TL -0.487 TL 0.000 TL 0.00484 TL 0.00000 TL 0.00000 TL

Min 0.000 TL -0.487 TL 0.000 TL 0.00484 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------29 Max 0.000 TL -0.598 TL 0.000 TL 0.00640 TL 0.00000 TL 0.00000 TL

Min 0.000 TL -0.598 TL 0.000 TL 0.00640 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------30 Max 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL


Min 0.000 TL 0.000 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Envelope for nodal reactions__________________________________________________________________________________________________________________________Note.- lc is the controlling load condition


Envelope of nodal reactions for :TL=DL+LL

Forces Moments Node Fx lc Fy lc Fz lc Mx lc My lc Mz lc

[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 Max 0.000 TL 25.834 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL

Min 0.000 TL 25.834 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------2 Max 0.000 TL 13.093 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL


Min 0.000 TL 24.845 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Page3


BM - 9

12 Max 0.000 TL 12.311 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TLMin 0.000 TL 12.311 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL

---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------18 Max 0.000 TL 1.481 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL




Min 0.000 TL 1.151 TL 0.000 TL 0.00000 TL 0.00000 TL 0.00000 TL---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Maximum forces at members__________________________________________________________________________________________________________________________

Condition : TL=DL+LLAxial Shear V2 Shear V3 Torsion M22 M33[Kip] [Kip] [Kip] [Kip*ft] [Kip*ft] [Kip*ft]

----------------------------------------------------------------------------------------------------------------------------------------MEMBER 1Max 0.00 9.15 0.00 0.00 0.00 52.71Min 0.00 -7.93 0.00 0.00 0.00 0.00MEMBER 2Max 0.00 11.53 0.00 0.00 0.00 67.11Min 0.00 -10.34 0.00 0.00 0.00 0.00MEMBER 6Max 0.00 5.39 0.00 0.00 0.00 38.03Min 0.00 -6.31 0.00 0.00 0.00 0.00MEMBER 8Max 0.00 1.48 0.00 0.00 0.00 8.36Min 0.00 -1.31 0.00 0.00 0.00 0.00MEMBER 9Max 0.00 1.48 0.00 0.00 0.00 8.36Min 0.00 -1.31 0.00 0.00 0.00 0.00MEMBER 10Max 0.00 0.34 0.00 0.00 0.00 0.30Min 0.00 -0.34 0.00 0.00 0.00 0.00MEMBER 11Max 0.00 0.34 0.00 0.00 0.00 0.30Min 0.00 -0.34 0.00 0.00 0.00 0.00MEMBER 12Max 0.00 1.28 0.00 0.00 0.00 5.43Min 0.00 -1.15 0.00 0.00 0.00 0.00MEMBER 13Max 0.00 1.28 0.00 0.00 0.00 5.43Min 0.00 -1.15 0.00 0.00 0.00 0.00MEMBER 14Max 0.00 0.34 0.00 0.00 0.00 0.30Min 0.00 -0.34 0.00 0.00 0.00 0.00MEMBER 15Max 0.00 0.34 0.00 0.00 0.00 0.30Min 0.00 -0.34 0.00 0.00 0.00 0.00MEMBER 16Max 0.00 14.30 0.00 0.00 0.00 128.81Min 0.00 -15.69 0.00 0.00 0.00 0.00MEMBER 17Max 0.00 2.75 0.00 0.00 0.00 48.38Min 0.00 -4.38 0.00 0.00 0.00 0.00----------------------------------------------------------------------------------------------------------------------------------------

Page4


BM - 10

Local deflections in members__________________________________________________________________________________________________________________________



--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 0.000 0.000 0.00000 - -25% 0.000 -0.695 0.000 0.00000 -0.69547 (> L/10) -50% 0.000 -0.956 0.000 0.00000 -0.95569 (> L/10) -75% 0.000 -0.669 0.000 0.00000 -0.66944 (> L/10) -100% 0.000 0.000 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------






--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 -1.029 0.000 -0.00425 - -25% 0.000 -1.959 0.000 -0.00425 -0.83238 (> L/10) -50% 0.000 -2.396 0.000 -0.00425 -1.17203 (> L/10) -75% 0.000 -2.158 0.000 -0.00425 -0.83706 (> L/10) -100% 0.000 -1.418 0.000 -0.00425 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------



--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 0.000 0.000 0.00000 - -25% 0.000 -0.666 0.000 0.00000 -0.52490 (> L/10) -50% 0.000 -1.012 0.000 0.00000 -0.73043 (> L/10) -75% 0.000 -0.932 0.000 0.00850 -0.50950 (> L/10) -100% 0.000 -0.563 0.000 0.00850 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------



--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 0.000 0.000 0.00000 - -25% 0.000 -0.738 0.000 0.00000 -0.52490 (> L/10) -50% 0.000 -1.157 0.000 0.00000 -0.73043 (> L/10) -75% 0.000 -1.149 0.000 0.00466 -0.50950 (> L/10) -100% 0.000 -0.853 0.000 0.00466 - -

Page5


BM - 11

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------



--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 -0.752 0.000 -0.00926 - -25% 0.000 -0.773 0.000 -0.00926 - -50% 0.000 -0.795 0.000 -0.00926 - -75% 0.000 -0.816 0.000 -0.00926 - -100% 0.000 -0.836 0.000 -0.00926 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------



--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 -1.031 0.000 -0.00143 - -25% 0.000 -1.073 0.000 -0.00143 - -50% 0.000 -1.114 0.000 -0.00143 - -75% 0.000 -1.155 0.000 -0.00143 - -100% 0.000 -1.195 0.000 -0.00143 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------



--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 -0.563 0.000 0.00000 - -25% 0.000 -0.633 0.000 0.00000 -0.21127 (> L/10) -50% 0.000 -0.575 0.000 0.00000 -0.29388 (> L/10) -75% 0.000 -0.348 0.000 0.00000 -0.20700 (> L/10) -100% 0.000 0.000 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------



--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 -0.854 0.000 0.00000 - -25% 0.000 -0.851 0.000 0.00000 -0.21127 (> L/10) -50% 0.000 -0.721 0.000 0.00000 -0.29388 (> L/10) -75% 0.000 -0.420 0.000 0.00000 -0.20700 (> L/10) -100% 0.000 0.000 0.000 0.00000 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------


Page6


BM - 12


--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 -0.635 0.000 0.00139 - -25% 0.000 -0.688 0.000 0.00139 - -50% 0.000 -0.742 0.000 0.00139 - -75% 0.000 -0.794 0.000 0.00139 - -100% 0.000 -0.847 0.000 0.00139 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------



--------------------------------------------------------------------------------------------------------------------------------------------------------------------------Condition : TL=DL+LL0% 0.000 -0.487 0.000 0.00640 - -25% 0.000 -0.516 0.000 0.00640 - -50% 0.000 -0.544 0.000 0.00640 - -75% 0.000 -0.571 0.000 0.00640 - -100% 0.000 -0.598 0.000 0.00640 - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------







Maximum relative deflections__________________________________________________________________________________________________________________________Remark.- Magnitude of deflections in absolute value.Condit. :

TL=DL+LL

MEMBER 1Condition Defl. (2) [in] @(%) Defl. (3) [in] @(%)-------------------------------------------------------------------------------------------------------------------------------------------TL 0.95569 (L/304) 50.00000 0.00000 (< L/10000) 0.00000-------------------------------------------------------------------------------------------------------------------------------------------

Page7


BM - 13





MEMBER 10Condition Defl. (2) [in] @(%) Defl. (3) [in] @(%)-------------------------------------------------------------------------------------------------------------------------------------------TL 0.00103 (< L/10000) 50.00000 0.00000 (< L/10000) 0.00000-------------------------------------------------------------------------------------------------------------------------------------------







Page8


BM - 14


Forces at member ends__________________________________________________________________________________________________________________________Notes.- F1: Axial forces

F2: Shear force in 2F3: Shear force in 3M11: Torsional momentM22: Bending moments 2M33: Bending moments 3

Sign convention with possitive values

CONDITION: TL=DL+LL


------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 NJ: 11 0.00000 9.15496 0.00000 0.00000 0.00000 0.000001 NK: 12 0.00000 7.92688 0.00000 0.00000 0.00000 0.00000

2 NJ: 1 0.00000 11.53499 0.00000 0.00000 0.00000 0.000002 NK: 2 0.00000 10.33878 0.00000 0.00000 0.00000 0.00000

6 NJ: 8 0.00000 5.38941 0.00000 0.00000 0.00000 0.000006 NK: 7 0.00000 6.31428 0.00000 0.00000 0.00000 0.00000

8 NJ: 18 0.00000 1.48131 0.00000 0.00000 0.00000 0.000008 NK: 16 0.00000 1.31425 0.00000 0.00000 0.00000 0.00000

9 NJ: 19 0.00000 1.48131 0.00000 0.00000 0.00000 0.000009 NK: 17 0.00000 1.31425 0.00000 0.00000 0.00000 0.00000

10 NJ: 22 0.00000 0.33823 0.00000 0.00000 0.00000 0.0000010 NK: 23 0.00000 0.33823 0.00000 0.00000 0.00000 0.00000

11 NJ: 20 0.00000 0.33823 0.00000 0.00000 0.00000 0.0000011 NK: 21 0.00000 0.33823 0.00000 0.00000 0.00000 0.00000

12 NJ: 24 0.00000 1.28015 0.00000 0.00000 0.00000 0.0000012 NK: 30 0.00000 1.15112 0.00000 0.00000 0.00000 0.00000

13 NJ: 25 0.00000 1.28015 0.00000 0.00000 0.00000 0.0000013 NK: 31 0.00000 1.15112 0.00000 0.00000 0.00000 0.00000

14 NJ: 26 0.00000 0.33823 0.00000 0.00000 0.00000 0.0000014 NK: 27 0.00000 0.33823 0.00000 0.00000 0.00000 0.00000

Page9


BM - 15

15 NJ: 28 0.00000 0.33823 0.00000 0.00000 0.00000 0.0000015 NK: 29 0.00000 0.33823 0.00000 0.00000 0.00000 0.00000

16 NJ: 1 0.00000 14.29888 0.00000 0.00000 0.00000 0.0000016 NK: 11 0.00000 15.68970 0.00000 0.00000 0.00000 0.00000

17 NJ: 2 0.00000 2.75464 0.00000 0.00000 0.00000 0.0000017 NK: 12 0.00000 4.38413 0.00000 0.00000 0.00000 0.00000

------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

Page10


BM - 16

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----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

36 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]2.

92(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.37

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.79

Cap

acity

:2.

21 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:1.

74 [K

ip/in

2]C

trl E

q.:

TL

at 4

4.79

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]52

.71

Sle

nder

ness

Rat

io (

RB

)--

4.42

(Eq.

3.3

-5)

Crit

ical

buc

klin

g de

sign

val

ue (

FbE

)[K

ip/in

2]50

.99

(Sec

. 3.3

.3.8

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

55 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

Page

2


BM - 17

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.43

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

11 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]9.

15N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]5.

57(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.79

Ctr

l Eq.

:T

L at

44.

79%

Ref

eren

ce:

(Eq.

3.9

-3)

Page

3

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.79

Ctr

l Eq.

:T

L at

44.

79%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

..

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:2

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 6

.75x

19.5

(U

S)

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

6.75

0[in

]W

idth

d=

19.5

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]13

1.62

5M

omen

t of I

nert

ia (

prin

cipa

l axe

s) (

I')[in

4]41

70.8

6749

9.76

4T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]42

7.78

114

8.07

8

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]24

.25

Effe

ctiv

e le

ngth

for

bend

ing

(Le)

[ft]

0.00

Unb

race

d le

ngth

for

bend

ing

(Lu)

[ft]

2.00

Unb

race

d co

mpr

essi

on le

ngth

(Lx

, Ly)

[ft]

24.2

524

.25

Effe

ctiv

e le

ngth

fact

or (

K)

--1.

001.

00La

tera

l bra

cing

--N

oN

o

Page

4


BM - 18

Bea

ring

leng

th (

Lb)

[in]

0.50

Leng

th b

etw

een

infle

ctio

n po

ints

(Li

)[ft

]24

.25

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

36 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]3.

43(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.37

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.86

Cap

acity

:2.

19 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:1.

88 [K

ip/in

2]C

trl E

q.:

TL

at 4

6.88

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]67

.10

Sle

nder

ness

Rat

io (

RB

)--

4.60

(Eq.

3.3

-5)

Crit

ical

buc

klin

g de

sign

val

ue (

FbE

)[K

ip/in

2]47

.07

(Sec

. 3.3

.3.8

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

55 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Page

5

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.50

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

13 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]11

.53

Not

ch fa

ctor

(C

N)

--1.

00(S

ec. 3

.4.3

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]5.

57(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.86

Ctr

l Eq.

:T

L at

46.

88%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.86

Ctr

l Eq.

:T

L at

46.

88%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

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......

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......

..

Page

6


BM - 19

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:6

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 5

.125

x16.

5 (

US

)

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

5.12

5[in

]W

idth

d=

16.5

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]84

.563

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

1918

.512

185.

091

Top

ela

stic

sec

tion

mod

ulus

of t

he s

ectio

n (lo

cal a

xis)

(S

sup)

[in3]

232.

547

72.2

30

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]24

.25

Effe

ctiv

e le

ngth

for

bend

ing

(Le)

[ft]

0.00

Unb

race

d le

ngth

for

bend

ing

(Lu)

[ft]

2.00

Unb

race

d co

mpr

essi

on le

ngth

(Lx

, Ly)

[ft]

24.2

524

.25

Effe

ctiv

e le

ngth

fact

or (

K)

--1.

001.

00La

tera

l bra

cing

--N

oN

oB

earin

g le

ngth

(Lb

)[in

]0.

50Le

ngth

bet

wee

n in

flect

ion

poin

ts (

Li)

[ft]

24.2

5--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Page

7

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

21 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]2.

46(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.21

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.86

Cap

acity

:2.

29 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:1.

96 [K

ip/in

2]C

trl E

q.:

TL

at 5

0.00

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]38

.03

Sle

nder

ness

Rat

io (

RB

)--

5.57

(Eq.

3.3

-5)

Crit

ical

buc

klin

g de

sign

val

ue (

FbE

)[K

ip/in

2]32

.07

(Sec

. 3.3

.3.8

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

60 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.42

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

11 [K

ip/in

2]C

trl E

q.:

TL

at 1

00.0

0%

Page

8


BM - 20

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]-6

.31

Not

ch fa

ctor

(C

N)

--1.

00(S

ec. 3

.4.3

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]4.

23(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.86

Ctr

l Eq.

:T

L at

50.

00%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.86

Ctr

l Eq.

:T

L at

50.

00%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

..

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:8

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

Page

9

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 3

.125

x12

(U

S)

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

3.12

5[in

]W

idth

d=

12.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]37

.500

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

450.

000

30.5

18T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]75

.000

19.5

31

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]20

.00

Effe

ctiv

e le

ngth

for

bend

ing

(Le)

[ft]

0.00

Unb

race

d le

ngth

for

bend

ing

(Lu)

[ft]

2.00

Unb

race

d co

mpr

essi

on le

ngth

(Lx

, Ly)

[ft]

20.0

020

.00

Effe

ctiv

e le

ngth

fact

or (

K)

--1.

001.

00La

tera

l bra

cing

--N

oN

oB

earin

g le

ngth

(Lb

)[in

]0.

50Le

ngth

bet

wee

n in

flect

ion

poin

ts (

Li)

[ft]

20.0

0--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

Page

10


BM - 21

----

----

----

----

----

----

----

----

----

----

----

----

----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

11 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]1.

91(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.12

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.56

Cap

acity

:2.

38 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:1.

34 [K

ip/in

2]C

trl E

q.:

TL

at 5

4.17

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]8.

35S

lend

erne

ss R

atio

(R

B)

--7.

79(E

q. 3

.3-5

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

bE)

[Kip

/in2]

16.3

9(S

ec. 3

.3.3

.8)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

68 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.22

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

06 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]1.

48N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Page

11

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]2.

58(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.56

Ctr

l Eq.

:T

L at

54.

17%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

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......

......

......

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......

......

......

......

......

......

......

......

.....

Rat

io:

0.56

Ctr

l Eq.

:T

L at

54.

17%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

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......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

..

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:9

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 3

.125

x12

(U

S)

Page

12


BM - 22

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

3.12

5[in

]W

idth

d=

12.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]37

.500

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

450.

000

30.5

18T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]75

.000

19.5

31

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]20

.00

Effe

ctiv

e le

ngth

for

bend

ing

(Le)

[ft]

0.00

Unb

race

d le

ngth

for

bend

ing

(Lu)

[ft]

2.00

Unb

race

d co

mpr

essi

on le

ngth

(Lx

, Ly)

[ft]

20.0

020

.00

Effe

ctiv

e le

ngth

fact

or (

K)

--1.

001.

00La

tera

l bra

cing

--N

oN

oB

earin

g le

ngth

(Lb

)[in

]0.

50Le

ngth

bet

wee

n in

flect

ion

poin

ts (

Li)

[ft]

20.0

0--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

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----

----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Page

13

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

11 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]1.

91(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.12

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.56

Cap

acity

:2.

38 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:1.

34 [K

ip/in

2]C

trl E

q.:

TL

at 5

4.17

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]8.

35S

lend

erne

ss R

atio

(R

B)

--7.

79(E

q. 3

.3-5

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

bE)

[Kip

/in2]

16.3

9(S

ec. 3

.3.3

.8)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

68 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.22

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

06 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]1.

48N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

14


BM - 23

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]2.

58(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.56

Ctr

l Eq.

:T

L at

54.

17%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

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......

......

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......

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......

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......

......

......

......

......

.....

Rat

io:

0.56

Ctr

l Eq.

:T

L at

54.

17%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

..

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:10

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 3

.125

x12

(U

S)

Page

15

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

3.12

5[in

]W

idth

d=

12.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]37

.500

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

450.

000

30.5

18T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]75

.000

19.5

31

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

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----

----

----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]3.

58E

ffect

ive

leng

th fo

r be

ndin

g (L

e)[ft

]0.

00U

nbra

ced

leng

th fo

r be

ndin

g (L

u)[ft

]3.

58U

nbra

ced

com

pres

sion

leng

th (

Lx, L

y)[ft

]3.

583.

58E

ffect

ive

leng

th fa

ctor

(K

)--

1.00

1.00

Late

ral b

raci

ng--

No

No

Bea

ring

leng

th (

Lb)

[in]

0.50

Leng

th b

etw

een

infle

ctio

n po

ints

(Li

)[ft

]3.

58--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

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----

----

---

Page

16


BM - 24

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:1.

54 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]59

.65

(Sec

. 3.9

.2)

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

2)[K

ip/in

2]3.

61(S

ec. 3

.9.2

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.02

Cap

acity

:2.

36 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

05 [K

ip/in

2]C

trl E

q.:

TL

at 5

0.00

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]0.

30S

lend

erne

ss R

atio

(R

B)

--10

.43

(Eq.

3.3

-5)

Crit

ical

buc

klin

g de

sign

val

ue (

FbE

)[K

ip/in

2]9.

16(S

ec. 3

.3.3

.8)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

68 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.05

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

01 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]0.

34N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

17

----

----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]2.

58(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.02

Ctr

l Eq.

:T

L at

50.

00%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.05

Ctr

l Eq.

:T

L at

0.0

0%R

efer

ence

:(S

ec. 3

.4)

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:11

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 3

.125

x12

(U

S)

Page

18


BM - 25

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

3.12

5[in

]W

idth

d=

12.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]37

.500

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

450.

000

30.5

18T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]75

.000

19.5

31

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]3.

58E

ffect

ive

leng

th fo

r be

ndin

g (L

e)[ft

]0.

00U

nbra

ced

leng

th fo

r be

ndin

g (L

u)[ft

]3.

58U

nbra

ced

com

pres

sion

leng

th (

Lx, L

y)[ft

]3.

583.

58E

ffect

ive

leng

th fa

ctor

(K

)--

1.00

1.00

Late

ral b

raci

ng--

No

No

Bea

ring

leng

th (

Lb)

[in]

0.50

Leng

th b

etw

een

infle

ctio

n po

ints

(Li

)[ft

]3.

58--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Page

19

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:1.

54 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]59

.65

(Sec

. 3.9

.2)

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

2)[K

ip/in

2]3.

61(S

ec. 3

.9.2

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.02

Cap

acity

:2.

36 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

05 [K

ip/in

2]C

trl E

q.:

TL

at 5

0.00

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]0.

30S

lend

erne

ss R

atio

(R

B)

--10

.43

(Eq.

3.3

-5)

Crit

ical

buc

klin

g de

sign

val

ue (

FbE

)[K

ip/in

2]9.

16(S

ec. 3

.3.3

.8)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

68 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.05

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

01 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]0.

34N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

20


BM - 26

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]2.

58(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.02

Ctr

l Eq.

:T

L at

50.

00%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.05

Ctr

l Eq.

:T

L at

0.0

0%R

efer

ence

:(S

ec. 3

.4)

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:12

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 3

.125

x12

(U

S)

Page

21

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

3.12

5[in

]W

idth

d=

12.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]37

.500

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

450.

000

30.5

18T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]75

.000

19.5

31

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]15

.50

Effe

ctiv

e le

ngth

for

bend

ing

(Le)

[ft]

0.00

Unb

race

d le

ngth

for

bend

ing

(Lu)

[ft]

2.00

Unb

race

d co

mpr

essi

on le

ngth

(Lx

, Ly)

[ft]

15.5

015

.50

Effe

ctiv

e le

ngth

fact

or (

K)

--1.

001.

00La

tera

l bra

cing

--N

oN

oB

earin

g le

ngth

(Lb

)[in

]0.

50Le

ngth

bet

wee

n in

flect

ion

poin

ts (

Li)

[ft]

15.5

0--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

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----

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----

----

----

----

----

----

----

----

----

----

----

----

---

Page

22


BM - 27

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

19 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]3.

18(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.19

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.36

Cap

acity

:2.

38 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

87 [K

ip/in

2]C

trl E

q.:

TL

at 5

4.17

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]5.

43S

lend

erne

ss R

atio

(R

B)

--7.

79(E

q. 3

.3-5

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

bE)

[Kip

/in2]

16.3

9(S

ec. 3

.3.3

.8)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

68 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.19

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

05 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]1.

28N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

23

----

----

----

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----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]2.

58(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.36

Ctr

l Eq.

:T

L at

54.

17%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

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......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.36

Ctr

l Eq.

:T

L at

54.

17%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

..

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:13

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 3

.125

x12

(U

S)

Page

24


BM - 28

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

3.12

5[in

]W

idth

d=

12.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]37

.500

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

450.

000

30.5

18T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]75

.000

19.5

31

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]15

.50

Effe

ctiv

e le

ngth

for

bend

ing

(Le)

[ft]

0.00

Unb

race

d le

ngth

for

bend

ing

(Lu)

[ft]

2.00

Unb

race

d co

mpr

essi

on le

ngth

(Lx

, Ly)

[ft]

15.5

015

.50

Effe

ctiv

e le

ngth

fact

or (

K)

--1.

001.

00La

tera

l bra

cing

--N

oN

oB

earin

g le

ngth

(Lb

)[in

]0.

50Le

ngth

bet

wee

n in

flect

ion

poin

ts (

Li)

[ft]

15.5

0--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Page

25

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

19 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]3.

18(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.19

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.36

Cap

acity

:2.

38 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

87 [K

ip/in

2]C

trl E

q.:

TL

at 5

4.17

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]5.

43S

lend

erne

ss R

atio

(R

B)

--7.

79(E

q. 3

.3-5

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

bE)

[Kip

/in2]

16.3

9(S

ec. 3

.3.3

.8)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

68 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.19

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

05 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]1.

28N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

26


BM - 29

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]2.

58(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.36

Ctr

l Eq.

:T

L at

54.

17%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

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......

......

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......

......

......

......

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......

......

......

......

......

......

......

.....

Rat

io:

0.36

Ctr

l Eq.

:T

L at

54.

17%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

..

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:14

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 3

.125

x12

(U

S)

Page

27

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

3.12

5[in

]W

idth

d=

12.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]37

.500

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

450.

000

30.5

18T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]75

.000

19.5

31

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

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----

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----

----

----

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----

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----

----

----

----

----

----

----

----

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----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]3.

58E

ffect

ive

leng

th fo

r be

ndin

g (L

e)[ft

]0.

00U

nbra

ced

leng

th fo

r be

ndin

g (L

u)[ft

]3.

58U

nbra

ced

com

pres

sion

leng

th (

Lx, L

y)[ft

]3.

583.

58E

ffect

ive

leng

th fa

ctor

(K

)--

1.00

1.00

Late

ral b

raci

ng--

No

No

Bea

ring

leng

th (

Lb)

[in]

0.50

Leng

th b

etw

een

infle

ctio

n po

ints

(Li

)[ft

]3.

58--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Page

28


BM - 30

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:1.

54 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]59

.65

(Sec

. 3.9

.2)

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

2)[K

ip/in

2]3.

61(S

ec. 3

.9.2

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.02

Cap

acity

:2.

36 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

05 [K

ip/in

2]C

trl E

q.:

TL

at 5

0.00

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]0.

30S

lend

erne

ss R

atio

(R

B)

--10

.43

(Eq.

3.3

-5)

Crit

ical

buc

klin

g de

sign

val

ue (

FbE

)[K

ip/in

2]9.

16(S

ec. 3

.3.3

.8)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

68 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.05

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

01 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]0.

34N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

29

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]2.

58(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.02

Ctr

l Eq.

:T

L at

50.

00%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.05

Ctr

l Eq.

:T

L at

0.0

0%R

efer

ence

:(S

ec. 3

.4)

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:15

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 3

.125

x12

(U

S)

Page

30


BM - 31

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

3.12

5[in

]W

idth

d=

12.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]37

.500

Mom

ent o

f Ine

rtia

(pr

inci

pal a

xes)

(I')

[in4]

450.

000

30.5

18T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]75

.000

19.5

31

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]3.

58E

ffect

ive

leng

th fo

r be

ndin

g (L

e)[ft

]0.

00U

nbra

ced

leng

th fo

r be

ndin

g (L

u)[ft

]3.

58U

nbra

ced

com

pres

sion

leng

th (

Lx, L

y)[ft

]3.

583.

58E

ffect

ive

leng

th fa

ctor

(K

)--

1.00

1.00

Late

ral b

raci

ng--

No

No

Bea

ring

leng

th (

Lb)

[in]

0.50

Leng

th b

etw

een

infle

ctio

n po

ints

(Li

)[ft

]3.

58--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Page

31

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:1.

54 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]59

.65

(Sec

. 3.9

.2)

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

2)[K

ip/in

2]3.

61(S

ec. 3

.9.2

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.02

Cap

acity

:2.

36 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

05 [K

ip/in

2]C

trl E

q.:

TL

at 5

0.00

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]0.

30S

lend

erne

ss R

atio

(R

B)

--10

.43

(Eq.

3.3

-5)

Crit

ical

buc

klin

g de

sign

val

ue (

FbE

)[K

ip/in

2]9.

16(S

ec. 3

.3.3

.8)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

68 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.05

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

01 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]0.

34N

otch

fact

or (

CN

)--

1.00

(Sec

. 3.4

.3)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

32


BM - 32

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]2.

58(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.02

Ctr

l Eq.

:T

L at

50.

00%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

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......

......

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......

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......

......

......

......

......

......

......

......

.....

Rat

io:

0.05

Ctr

l Eq.

:T

L at

0.0

0%R

efer

ence

:(S

ec. 3

.4)

......

......

......

......

......

......

......

......

......

......

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......

......

......

......

......

......

......

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......

......

......

......

......

......

.....

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:16

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 6

.75x

27

(US

)

Page

33

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

6.75

0[in

]W

idth

d=

27.0

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]18

2.25

0M

omen

t of I

nert

ia (

prin

cipa

l axe

s) (

I')[in

4]11

071.

688

691.

980

Top

ela

stic

sec

tion

mod

ulus

of t

he s

ectio

n (lo

cal a

xis)

(S

sup)

[in3]

820.

125

205.

031

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

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----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]31

.00

Effe

ctiv

e le

ngth

for

bend

ing

(Le)

[ft]

0.00

Unb

race

d le

ngth

for

bend

ing

(Lu)

[ft]

2.00

Unb

race

d co

mpr

essi

on le

ngth

(Lx

, Ly)

[ft]

31.0

031

.00

Effe

ctiv

e le

ngth

fact

or (

K)

--1.

001.

00La

tera

l bra

cing

--N

oN

oB

earin

g le

ngth

(Lb

)[in

]0.

50Le

ngth

bet

wee

n in

flect

ion

poin

ts (

Li)

[ft]

31.0

0--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Page

34


BM - 33

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

22 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]4.

03(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.22

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.91

Cap

acity

:2.

07 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:1.

88 [K

ip/in

2]C

trl E

q.:

TL

at 5

9.38

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]12

8.77

Sle

nder

ness

Rat

io (

RB

)--

5.41

(Eq.

3.3

-5)

Crit

ical

buc

klin

g de

sign

val

ue (

FbE

)[K

ip/in

2]34

.00

(Sec

. 3.3

.3.8

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

55 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.49

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

13 [K

ip/in

2]C

trl E

q.:

TL

at 1

00.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]-1

5.69

Not

ch fa

ctor

(C

N)

--1.

00(S

ec. 3

.4.3

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

35

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]5.

57(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.91

Ctr

l Eq.

:T

L at

59.

38%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.91

Ctr

l Eq.

:T

L at

59.

38%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

..

____

____

____

____

____

____

____

____

____

____

____

____

_

Mem

ber

:17

Des

ign

sta

tus

:O

K__

____

____

____

____

____

____

____

____

____

____

____

___

PR

OP

ER

TIE

S

Sect

ion

info

rmat

ion

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

____

__

Sec

tio

n n

ame:

G

1-1_

2L 6

.75x

16.5

(U

S)

Page

36


BM - 34

Dim

ensi

on

s--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

b=

6.75

0[in

]W

idth

d=

16.5

00[in

]H

eigh

t

Pro

per

ties

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

ecti

on

pro

per

ties

Un

itM

ajo

r ax

isM

ino

r ax

isG

ross

are

a of

the

sect

ion.

(A

g)[in

2]11

1.37

5M

omen

t of I

nert

ia (

prin

cipa

l axe

s) (

I')[in

4]25

26.8

2042

2.87

7T

op e

last

ic s

ectio

n m

odul

us o

f the

sec

tion

(loca

l axi

s) (

Ssu

p)[in

3]30

6.28

112

5.29

7

Mat

eria

l : D

F_2

4F-V

8

Pro

per

ties

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Typ

e:G

lula

mS

peci

es:

Dou

glas

Fir-

Larc

hC

ombi

natio

n:O

ther

Coe

ffici

ent o

f var

iatio

n:0.

10--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

RIT

ER

IA

Des

crip

tio

nU

nit

Val

ue

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Tem

pera

ture

:--

T<

=10

0FM

oist

ure

cond

ition

s:--

Dry

Woo

d:--

Uni

ncis

edR

epet

itive

mem

ber:

--N

oT

ype:

--B

eam

End

not

ches

at t

op:

--T

opN

otch

leng

th:

[in]

0.00

Not

ch d

epth

:[in

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

Des

crip

tio

nU

nit

Maj

or

axis

Min

or

axis

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-P

hysi

cal l

engt

h[ft

]31

.00

Effe

ctiv

e le

ngth

for

bend

ing

(Le)

[ft]

0.00

Unb

race

d le

ngth

for

bend

ing

(Lu)

[ft]

19.5

0U

nbra

ced

com

pres

sion

leng

th (

Lx, L

y)[ft

]31

.00

31.0

0E

ffect

ive

leng

th fa

ctor

(K

)--

1.00

1.00

Late

ral b

raci

ng--

No

No

Bea

ring

leng

th (

Lb)

[in]

0.50

Leng

th b

etw

een

infle

ctio

n po

ints

(Li

)[ft

]31

.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N C

HE

CK

S

DE

SIG

N F

OR

TE

NS

ION

Rat

io:

0.00

Cap

acity

:1.

10 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.8)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r te

nsio

n (F

t)[K

ip/in

2]1.

10T

ensi

on a

xial

forc

e (P

+)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Page

37

DE

SIG

N F

OR

CO

MP

RE

SS

ION

Rat

io:

0.00

Cap

acity

:0.

22 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.6.3

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc)

[Kip

/in2]

1.65

Com

pres

sion

axi

al fo

rce

(P-)

[Kip

]0.

00M

odul

us o

f ela

stic

ity fo

r st

abili

ty (

Em

in)

[Kip

/in2]

930.

00A

djus

ted

mod

ulus

of e

last

icity

for

stab

ility

(E

min

')[K

ip/in

2]93

0.00

Crit

ical

buc

klin

g de

sign

val

ue (

FcE

1)[K

ip/in

2]1.

50(S

ec. 3

.9.2

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

cE2)

[Kip

/in2]

0.22

(Sec

. 3.9

.2)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

FL

EX

UR

E

Ben

din

g a

bo

ut

maj

or

axis

, M33

Rat

io:

0.87

Cap

acity

:2.

18 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:1.

90 [K

ip/in

2]C

trl E

q.:

TL

at 6

2.50

%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fb)

[Kip

/in2]

2.40

Ben

ding

mom

ent (

Mxx

)[K

ip*f

t]48

.38

Sle

nder

ness

Rat

io (

RB

)--

12.4

9(E

q. 3

.3-5

)C

ritic

al b

uckl

ing

desi

gn v

alue

(F

bE)

[Kip

/in2]

6.38

(Sec

. 3.3

.3.8

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Ben

din

g a

bo

ut

min

or

axis

, M22

Rat

io:

0.00

Cap

acity

:1.

55 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.3)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-B

endi

ng d

esig

n va

lue

(Fby

y)[K

ip/in

2]1.

45B

endi

ng m

omen

t (M

yy)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

SH

EA

R

Sh

ear

par

alle

l to

min

or

axis

, V2

Rat

io:

0.22

Cap

acity

:0.

27 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4)

Dem

and

:0.

06 [K

ip/in

2]C

trl E

q.:

TL

at 1

00.0

0%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

27S

hear

For

ce (

Vy)

[Kip

]-4

.38

Not

ch fa

ctor

(C

N)

--1.

00(S

ec. 3

.4.3

)--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

Sh

ear

par

alle

l to

maj

or

axis

, V3

Rat

io:

0.00

Cap

acity

:0.

23 [K

ip/in

2]R

efer

ence

:(S

ec. 3

.4.2

)D

eman

d:

0.00

[Kip

/in2]

Ctr

l Eq.

:T

L at

0.0

0%

Page

38


BM - 35

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-S

hear

des

ign

valu

e (F

v)[K

ip/in

2]0.

23S

hear

For

ce (

Vy)

[Kip

]0.

00--

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

---

DE

SIG

N F

OR

TO

RS

ION

Rat

io:

0.00

Cap

acity

:0.

08 [K

ip/in

2]R

efer

ence

:(A

ITC

-TC

M)

Dem

and

:0.

00 [K

ip/in

2]C

trl E

q.:

TL

at 0

.00%

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-T

orsi

on d

esig

n va

lue

(Fvt

)[K

ip/in

2]0.

08T

orsi

on m

omen

t (M

tor)

[Kip

*ft]

0.00

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

DE

SIG

N F

OR

BE

AR

ING

(in

form

ativ

e)

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-In

term

edia

te r

esu

lts

Un

itV

alu

eR

efer

ence

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-M

axim

um r

eact

ion

(Rm

ax)

[Kip

]5.

57(S

ec. 3

.10.

3)

Load

ang

le ( )

--0.

00A

xial

des

ign

valu

e fo

r co

mpr

essi

on (

Fc*

)[K

ip/in

2]1.

65C

omp.

des

ign

valu

e pe

rpen

dicu

lar

to g

rain

(F

cp)

[Kip

/in2]

0.65

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

----

-

INT

ER

AC

TIO

N

Co

mb

ined

axi

al a

nd

ben

din

g in

tera

ctio

n v

alu

e

Rat

io:

0.87

Ctr

l Eq.

:T

L at

62.

50%

Ref

eren

ce:

(Eq.

3.9

-3)

CR

ITIC

AL

ST

RE

NG

TH

RA

TIO

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

.....

Rat

io:

0.87

Ctr

l Eq.

:T

L at

62.

50%

Ref

eren

ce:

(Sec

. 3.3

)...

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

......

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......

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..

Page

39


BM - 36

Fre

dri

c S

ob

ott

ka <

stru

ctu

ralf

orc

e@g

mai

l.co

m>

FW

: S

edo

na

PD

Str

uct

ura

l Dra

win

gs

and

Cal

cula

tio

ns

1 m

essa

ge

Jan

Lo

ran

t <

janl

@ga

borlo

rant

.com

>F

ri, M

ay 1

4, 2

021

at 8

:20

AM

To: F

redr

ic S

obot

tka

<st

ruct

ural

forc

e@gm

ail.c

om>

Fro

m:

Mar

k C

erm

inar

a <

mce

rmin

ara@

core

slab

.com

>S

ent:

Frid

ay, M

ay 7

, 202

1 8:

39 A

MTo

: R

hett

Has

tings

<rh

astin

gs@

gabo

rlora

nt.c

om>

; Jan

Lor

ant <

janl

@ga

borlo

rant

.com

>S

ub

ject

: R

E: S

edon

a P

D S

truc

tura

l Dra

win

gs a

nd C

alcu

latio

ns

[EX

TE

RN

AL

EM

AIL

]

Jan

and

Rhe

tt,

The

18”

x 2

0” c

olum

ns s

houl

d be

fin

e. P

ass

the

belo

w in

form

atio

n on

to F

red

for

him

to c

onfi

rm.

Col

umn

shou

ld h

ave

(4)

#9 b

ars

to m

eet m

inim

um r

equi

rem

ents

. T

here

fore

, the

max

all

ow lo

ad (

phi P

n) is

106

9k.

The

tota

l loa

d on

the

colu

mns

is le

ss th

an 3

00k

(inc

ludi

ng th

e ad

ded

DL

and

LL

of

13.0

k ea

ch p

lus

the

exis

ting

dec

k).

Foo

ting

sti

ll n

eed

to b

e ch

ecke

d, b

ut I

fee

l the

col

umn

shou

ld e

asil

y w

ork.

Let

me

know

if y

ou h

ave

any

othe

r qu

esti

ons.

Tha

nks,

Mar

k C

erm

inar

a, S

.E.,

P.E

.

Pro

ject

Con

sult

ant/

Sal

es E

ngin

eer

P. O

. Box

181

50

Pho

enix

, AZ

850

05

(602

) 23

7-38

75 O

ffice

(602

) 67

9-11

05 C

ell

www.coreslab.com

Con

fiden

tialit

y N

otic

e: T

his

e-m

ail m

essa

ge c

onta

ins

info

rmat

ion

whi

ch m

ay b

e c

onfid

entia

l and

priv

ilege

d a

nd is

cov

ered

by

the

Ele

ctro

nic

Com

mun

icat

ions

Priv

acy

Act

, 18

U.S

. C

. §2

510-

2521

and

is le

gally

priv

ilege

d. U

naut

horiz

ed r

evie

w,

use,

dis

clos

ure

or

dist

ribut

ion

is s

tric

tly p

rohi

bite

d. U

nles

s yo

u a

re t

he a

ddre

ssee

(or

aut

horiz

ed t

o r

ecei

ve f

or t

he a

ddre

ssee

), y

ou m

ay n

ot u

se,

copy

or

disc

lose

to

any

one

the

mes

sage

or a

ny in

form

atio

n co

ntai

ned

in th

e m

essa

ge. I

f you

hav

e re

ceiv

ed th

e m

essa

ge in

err

or, p

leas

e ad

vise

the

send

er b

y ca

lling

(60

2) 2

37-3

875

or b

y re

ply

e-m

ail,

and

dest

roy

all c

opie

s of

the

mes

sage

.

Fro

m:

Rhe

tt H

astin

gs <

rhas

tings

@ga

borlo

rant

.com

>S

ent:

Wed

nesd

ay, M

ay 5

, 202

1 4:

26 P

MTo

: M

ark

Cer

min

ara

<m

cerm

inar

a@co

resl

ab.c

om>

Su

bje

ct:

FW

: Sed

ona

PD

Str

uctu

ral D

raw

ings

and

Cal

cula

tions

Hi M

ark,

Sor

ry fo

r th

e em

ail h

ang

up. H

opef

ully

this

mes

sage

mak

es it

to y

ou.


PC - 1

urpho

Typewritten Text

FOOTINGS ARE 10 FEET SQUARE WITH 2500PSF ALLOWABLE BEARING PRESSURE. 10 X 10 X 2500 = 250,000# OR 250 KIPS. LOAD ON COLUMN ~ 20FT X 57FT/2 X (50+50+100+100) = 171,000# LOAD LESS THAN FOOTING CAPACITY WITH ADDITIONAL LOAD FOR ADDITIONAL TOPPING AND FRAMING LOADS.

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@ga

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.com

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Tha

nk y

ou,

Rhett H

ast

ing

s

gabo

r lo

rant

arc

hite

cts

inc.

3326

n. 3

rd a

venu

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uite

200

phoenix

, arizo

na

850

13

tel.

602 6

67 9

090

fax.

602 6

67 9

133

rhas

tings

@ga

borlo

rant

.com

Vis

it us

at:

ww

w.g

abor

lora

nt.c

om


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client: jan lorant gabor lorant architects 3326 n …

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