36nhb3
DESCRIPTION
gTRANSCRIPT
Continuous Beam: 36NHB3-300X650 (Code of Practice : CP65 - 1999)
C0130/10/2015 4:15:37 PM
Input Tables
Fcu (MPa)
Fy (MPa)
Fyv (MPa)
% Redistribution
Downward/Optimized redistr.
Cover to centre top steel(mm)
Cover to centre bot.steel(mm)
Dead Load Factor
Live Load Factor
Density of concrete (kN/m3)
% Live load permanent
Ø (Creep coefficient)
Ecs (Free shrinkage strain)
35
460
460
0
D
40
40
1.4
1.6
24
25
2
300E-6
SecNo.
Bw (mm)
D (mm)
Bf-top (mm)
Hf-top (mm)
Bf-bot (mm)
Hf-bot (mm)
Y-offset (mm)
Web offset
Flangeoffset
1 300 600
2 300 650
SpanNo
SectionLength(m)
Sec NoLeft
Sec NoRight
1 6.4 2 2
SupNo.
CodeC,F
Column Below CodeF,P
Column above CodeF,P
D(mm) B(mm) H(m) D(mm) B(mm) H(m)
Case D,L
Span
Wleft(kN/m)
Wright(kN/m)
a (m)
b (m)
P (kN)
a (m)
M (kNm)
a (m)
LoadDescription
D 1 8 8 276 1
L 1 8 8 110 1
D 1 0 54 1 2.7
D 1 54 0 3.7 2.7
L 1 0 5.5 1 2.7
L 1 5.5 0 3.7 2.7
Span
M left(kNm)
M right(kNm)
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015
SECTION 1
300
600
SECTION 2
300
650
Sections
1 2SPAN 1
Dead+
Own W
Live
12.68
8.00
276.00
110.00
66.68
13.50
Beam Elevation
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015
Elastic Deflections (Alternate spans loaded) Def max = 11.54mm @ 3.00m
10.0
8.00
6.00
4.00
2.00
.20
0
.40
0
.60
0
.80
0
1.0
0
1.2
0
1.4
0
1.6
0
1.8
0
2.0
0
2.2
0
2.4
0
2.6
0
2.8
0
3.0
0
3.2
0
3.4
0
3.6
0
3.8
0
4.0
0
4.2
0
4.4
0
4.6
0
4.8
0
5.0
0
5.2
0
5.4
0
5.6
0
5.8
0
6.0
0
6.2
0
6.4
0
Deflection, Shear, Moment and Steel diagrams. Span 1
Long-term Deflections (All spans loaded - using required reinforcement) Def max = 26.02mm @ 3.20m
25.0
20.0
15.0
10.0
5.00
.20
0
.40
0
.60
0
.80
0
1.0
0
1.2
0
1.4
0
1.6
0
1.8
0
2.0
0
2.2
0
2.4
0
2.6
0
2.8
0
3.0
0
3.2
0
3.4
0
3.6
0
3.8
0
4.0
0
4.2
0
4.4
0
4.6
0
4.8
0
5.0
0
5.2
0
5.4
0
5.6
0
5.8
0
6.0
0
6.2
0
6.4
0
SHEAR: X-X V max = 668.4kN @ 0.00m
-200
200
400
600
.20
0
.40
0
.60
0
.80
0
1.0
0
1.2
0
1.4
0
1.6
0
1.8
0
2.0
0
2.2
0
2.4
0
2.6
0
2.8
0
3.0
0
3.2
0
3.4
0
3.6
0
3.8
0
4.0
0
4.2
0
4.4
0
4.6
0
4.8
0
5.0
0
5.2
0
5.4
0
5.6
0
5.8
0
6.0
0
6.2
0
6.4
0
MOMENTS: X-X M max = 714.4kNm @ 2.50m
700
600
500
400
300
200
100
.20
0
.40
0
.60
0
.80
0
1.0
0
1.2
0
1.4
0
1.6
0
1.8
0
2.0
0
2.2
0
2.4
0
2.6
0
2.8
0
3.0
0
3.2
0
3.4
0
3.6
0
3.8
0
4.0
0
4.2
0
4.4
0
4.6
0
4.8
0
5.0
0
5.2
0
5.4
0
5.6
0
5.8
0
6.0
0
6.2
0
6.4
0
Shear Steel: X-X Asv max = 1.817mm²/mm @ 1.00m
.200
.400
.600
.800
1.00
1.20
1.40
1.60
1.80
.20
0
.40
0
.60
0
.80
0
1.0
0
1.2
0
1.4
0
1.6
0
1.8
0
2.0
0
2.2
0
2.4
0
2.6
0
2.8
0
3.0
0
3.2
0
3.4
0
3.6
0
3.8
0
4.0
0
4.2
0
4.4
0
4.6
0
4.8
0
5.0
0
5.2
0
5.4
0
5.6
0
5.8
0
6.0
0
6.2
0
6.4
0
Bending Steel: X-X As max = 3678 mm2 @ 2.50m
3000
2000
1000
.20
0
.40
0
.60
0
.80
0
1.0
0
1.2
0
1.4
0
1.6
0
1.8
0
2.0
0
2.2
0
2.4
0
2.6
0
2.8
0
3.0
0
3.2
0
3.4
0
3.6
0
3.8
0
4.0
0
4.2
0
4.4
0
4.6
0
4.8
0
5.0
0
5.2
0
5.4
0
5.6
0
5.8
0
6.0
0
6.2
0
6.4
0
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015
=====================================================================
C O N T I N U O U S B E A M Ver W2.6.05 - 09 May 2014
Title : 36NHB3-300X650
Data File : C:\Users\T&TECLLP\Desktop\36TH STY\N36HB3.C01
Date/Time : 30/10/2015
Code of Practice : CP65 - 1999
=====================================================================
BENDING MOMENTS & REINFORCEMENT
SPAN 1
Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)
0.000 0.00 0.00 0.00 0.00
0.250 83.34 166.15 0.00 716.72
0.500 165.90 330.40 0.00 1514.67
0.750 247.65 492.73 0.00 2435.23
1.000 328.62 653.15 208.49 3409.39
1.250 339.74 670.99 286.67 3487.57
1.500 349.76 686.42 354.33 3555.23
1.750 358.36 698.97 409.34 3610.24
2.000 365.23 708.14 449.56 3650.46
2.250 370.05 713.45 472.84 3673.74
2.500 372.53 714.41 477.04 3677.94
2.750 372.33 710.53 460.03 3660.93
3.000 369.15 701.32 419.65 3620.55
3.200 364.26 689.79 369.10 3570.00
3.450 354.93 669.76 281.29 3482.18
3.700 341.75 643.03 164.12 3365.02
3.950 324.50 609.28 16.17 3217.07
4.200 303.40 568.84 0.00 2936.10
4.450 278.76 522.18 0.00 2622.44
4.700 250.89 469.81 0.00 2294.59
4.950 220.10 412.21 0.00 1958.02
5.200 186.70 349.86 0.00 1616.92
5.450 151.01 283.26 0.00 1274.51
5.700 113.34 212.90 0.00 933.32
5.950 74.01 139.25 0.00 600.45
6.200 33.32 62.82 0.00 270.89
6.400 0.00 0.00 0.00 0.00
---------------------------------------------------------------------
SHEAR FORCES & REINFORCEMENT
SPAN 1
Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom)
Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)
0.000 334.96 668.43 866.11 0.00 0.30
0.250 331.79 660.79 462.23 0.81 0.30
0.500 328.62 653.15 296.58 1.46 0.30
0.750 325.45 645.51 231.63 1.70 0.30
1.000 322.28 637.88 194.34 1.82 0.30
1.000 46.28 75.48 194.34 0.00 0.30
1.250 42.49 66.86 160.51 0.00 0.30
1.500 37.44 56.29 161.54 0.00 0.30
1.750 31.15 43.77 162.37 0.00 0.30
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015
2.000 23.60 29.29 162.97 0.00 0.30
2.250 12.86 14.81 163.31 0.00 0.30
2.500 -5.52 4.76 163.38 0.00 0.30
2.750 -25.86 -6.53 163.12 0.00 0.30
3.000 -48.15 -19.08 162.52 0.00 0.30
3.200 -67.39 -30.02 161.76 0.00 0.30
3.450 -93.19 -44.81 160.42 0.00 0.30
3.700 -120.95 -60.86 158.60 0.00 0.30
3.950 -148.72 -76.90 156.24 0.00 0.30
4.200 -174.52 -91.70 151.56 0.09 0.30
4.450 -198.38 -105.24 145.96 0.21 0.30
4.700 -220.28 -117.54 139.60 0.33 0.30
4.950 -240.22 -128.58 132.41 0.44 0.30
5.200 -258.22 -138.38 126.30 0.54 0.30
5.450 -274.25 -146.92 147.37 0.52 0.30
5.700 -288.34 -154.22 180.27 0.44 0.30
5.950 -300.47 -160.26 242.08 0.24 0.30
6.200 -310.65 -165.06 419.60 0.00 0.30
6.400 -317.38 -167.99 866.11 0.00 0.30
---------------------------------------------------------------------
COLUMN REACTIONS
Support Dead Load(kN) Live Load(kN) Dead + Live(kN) Ultimate(kN)
1 334.96 124.68 459.64 668.43
2 167.99 51.37 219.36 317.38
---------------------------------------------------------------------
COLUMN MOMENTS (Ultimate limit state)
Columns below
Support Bending Moment(kNm) Shear Force (kN)
No. Min. Max. Min. Max.
1 0.00 0.00 0.00 0.00
2 0.00 0.00 0.00 0.00
Columns above
Support Bending Moment(kNm) Shear Force (kN)
No. Min. Max. Min. Max.
1 0.00 0.00 0.00 0.00
2 0.00 0.00 0.00 0.00
---------------------------------------------------------------------
ELASTIC DEFLECTIONS (Alternate spans loaded - positive downward)
Modulus of elasticity: Ec = 20 + fcu/5 = 27.0 Gpa
SPAN 1
Position(m) Min.Deflection(mm) Max.Deflection(mm)
0.000 0.00 0.00
0.250 1.21 1.62
0.500 2.40 3.20
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015
0.750 3.53 4.70
1.000 4.58 6.09
1.000 4.58 6.09
1.250 5.52 7.34
1.500 6.34 8.42
1.750 7.05 9.34
2.000 7.63 10.11
2.250 8.09 10.71
2.500 8.44 11.15
2.750 8.65 11.43
3.000 8.75 11.54
3.200 8.73 11.50
3.200 8.73 11.50
3.450 8.60 11.32
3.700 8.34 10.97
3.700 8.34 10.97
3.950 7.97 10.48
4.200 7.48 9.83
4.450 6.90 9.06
4.700 6.22 8.16
4.950 5.45 7.16
5.200 4.62 6.06
5.450 3.73 4.90
5.700 2.79 3.66
5.950 1.82 2.38
6.200 0.81 1.07
6.400 0.00 0.00
---------------------------------------------------------------------
LONGTERM DEFLECTIONS (All spans loaded - positive downward)
Symbols: DS : Shrinkage deflection.
DL : Long-term deflection under permanent load.
DI : Instantaneous deflection under short-term load.
DT : Total long-term deflection.
SPAN 1
Position(m) DS(mm) DL(mm) DI(mm) DT(mm)
0.000 0.00 0.00 0.00 0.00
0.250 0.39 2.89 0.47 3.76
0.500 0.76 5.66 0.92 7.34
0.750 1.10 8.22 1.33 10.65
1.000 1.40 10.55 1.69 13.65
1.000 1.40 10.55 1.69 13.65
1.250 1.67 12.64 2.02 16.32
1.500 1.91 14.47 2.30 18.68
1.750 2.11 16.06 2.53 20.70
2.000 2.28 17.39 2.73 22.40
2.250 2.42 18.46 2.89 23.77
2.500 2.53 19.29 3.00 24.82
2.750 2.61 19.85 3.08 25.54
3.000 2.66 20.16 3.11 25.94
3.200 2.68 20.22 3.11 26.02
3.200 2.68 20.22 3.11 26.02
3.450 2.67 20.07 3.08 25.82
3.700 2.63 19.65 3.01 25.29
3.700 2.63 19.65 3.01 25.29
3.950 2.56 18.98 2.90 24.43
4.200 2.45 18.04 2.75 23.24
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015
4.450 2.30 16.85 2.57 21.73
4.700 2.12 15.41 2.36 19.89
4.950 1.90 13.73 2.11 17.74
5.200 1.65 11.82 1.82 15.29
5.450 1.36 9.69 1.50 12.55
5.700 1.04 7.36 1.15 9.55
5.950 0.69 4.85 0.76 6.30
6.200 0.31 2.19 0.35 2.85
6.400 0.00 0.00 -0.00 0.00
---------------------------------------------------------------------
QUANTITIES
Section Area(m²)
1 0.180
2 0.195
Total weight of beam = 29.95 kN
=====================================================================
SheetJob Number
Job Title
Client
Calcs by Checked by Date
Software Consultants (Pty) Ltd
Internet: http://www.prokon.com
E-Mail : [email protected]
KTP/10/13
NEW FUTURA
M/s KTP CONSULATNTS PTE LTD
HT T&T OCT 2015