guilaireport_sanult
DESCRIPTION
San ULTTRANSCRIPT
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09/01/15
10:24:03
tang12_tendon.adm
General nameSpecific name
Structural Plan
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09/01/15
10:20:00
tang12_tendon.adm
General nameSpecific name
Loading Plan Live Load
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09/01/15
10:19:39
tang12_tendon.adm
General nameSpecific name
Loading Plan Dead Load
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Project Name: General name Specific Data: Specific name Date of execution: September 01, 2015 File Name: tang12_tendon.adm FLOOR-PRO 2009
email: [email protected] website: http://www.Adaptsoft.com
1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 1
117 MATERIALS
117.20 CONCRETE MATERIAL PROPERTIES
ID Label Fcu Unit Weight Type Ec Creep coefficient
MPa kg/m3 MPa 1 B30 30.00 2400.00 Normal 32500 2.00
Fcu = strength at 28 days Ec = modulus of elasticity at 28 days
117.40 REINFORCEMENT (NONPRESTRESSED) MATERIAL PROPERTIES
ID Label fy fvy Es MPa MPa MPa 1 A2 280.00 280.00 200000 2 A3 365.00 365.00 200000
fy = yield stress of longitudinal reinforcement fvy = yield stress of one-way shear reinforcement Es = modulus of elasticity
117.60 PRESTRESSING MATERIAL PROPERTIES
ID Label fpu fpy Eps MPa MPa MPa 1 T13 1860.00 1690.00 200000
fpu = ultimate stress fpy = yield stress Eps = modulus of elasticity
142 CODES AND ASSUMPTIONS 142.10 DESIGN CODE SPECIFIED: BS8110
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Project Name: General name Specific Data: Specific name Date of execution: September 01, 2015 File Name: tang12_tendon.adm FLOOR-PRO 2009
email: [email protected] website: http://www.Adaptsoft.com
1733 Woodside Road, Suite 220, Redwood City, California, 94061, USA, Tel: (650) 306-2400 Fax (650) 306-2401 1
146 LOAD CASES AND COMBINATIONS 146.20 LOAD CASES Dead load Live load Selfweight Prestressing Hyperstatic 146.40 LOAD COMBINATIONS Name: Service Evaluation: SERVICEABILITY Combination detail: 1.00 x Selfweight + 1.00 x Dead load + 1.00 x Live load + 1.00 x Prestressing Name: Strength Evaluation: STRENGTH Combination detail: 1.40 x Selfweight + 1.40 x Dead load + 1.60 x Live load + 1.00 x Hyperstatic Name: Initial Evaluation: INITIAL Combination detail: 1.00 x Selfweight + 1.15 x Prestressing Name: Service_longterm Evaluation: NO CODE CHECK Combination detail: 1.00 x Selfweight + 1.00 x Dead load + 0.30 x Live load + 1.00 x Prestressing
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09/01/15
10:39:37
tang12_tendon.adv Z-Translation - Service_longterm
Unit :
Deformation
Service_longterm: Z_translation:Maximum Value = 5.242 mmMinimum Value = -4.907e-2 mm
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09/01/15
10:28:48
tang12_tendon.adm
General nameSpecific name
Envelope moment X-plan
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09/01/15
10:29:09
tang12_tendon.adm
General nameSpecific name
Envelope moment Y-plan
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09/01/15
10:32:13
tang12_tendon.adm
General nameSpecific name
Envelope shear X-plan
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09/01/15
10:31:55
tang12_tendon.adm
General nameSpecific name
Envelope shear Y-plan
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Project Spreadsheets to BS 8110 REINFORCED CONCRETE COUNCIL
Client Advisory Group Made by Date Page
Location ECBP Typical Floor Column B3 rmw 01-Sep-2015 27
PUNCHING SHEAR to BS8110:1997 Checked Revision Job No
Originated from RCC13.xls on CD 1999 BCA for RCC chg - R68
MATERIALS fcu N/mm2
30 STATUS Legend
fyv N/mm2
280 VALID DESIGN
link mm 8
DIMENSIONS A mm 800 E mm 0
B mm 800 F mm 0
G mm 0 H mm 0
LOADING Vt kN 950 Veff = kN 1000.0
ult UDL kN/m2
16.10
SLAB h mm 220 dx mm 185 Asx mm2/m 800
dy mm 165 Asy mm2/m 800
ave d mm 175 ave As % 0.459
RESULTS Veff = 1000.0 kN vc = 0.6368 N/mm2
(Table 3.8)
At col. face, v max = 1.766 N/mm2
At 1.5d perimeter, v = 1.0461 N/mm2
At 3.75d perimeter, v = 0.6251 N/mm2
PROVIDE LINKS (single leg) .
Perimeter 1 87 from col face
Perimeter 2 219 from col face
Perimeter 3 350 from col face
Perimeter 4 481 from col face
0 0
0 0
0 0
0 0 Plan
0 0
0
COLUMN
INTERNAL
0
17 R8 @ 260
21 R8 @ 260
25 R8 @ 260
29 R8 @ 260
0
0
0