Job: Bridge Sungai Muda Job No.
: 148
Beam: TMbeam- 26m Calc. By: Aqila
Checked:
Data File: \\zar-storage\Eng\2. PROJECTS\31. Paya Keladi\TMBeam26mRev.sam 6/5/2025 2:25:09 PM
ANALYSIS TYPE: BS 5400 Pre-tensioned Prestressed Beam
——————————————————
BEAM DETAILS
——————————————————
Span:
Total length of pre-tensioned beam : 26 m
Distance from left support to beam end face : 0 m
Distance from right support to beam end face : 0 m
Total distance between supports : 26 m
Beam section is uniform.
No. of longitudinal construction stages : 1
No. of superimposed construction stages : 1
Section 1
Precast beam is non-standard section: M3 Beam
Property set for precast concrete -
at transfer : 4 "C50 Es 34.0 fcc 0.5"
in final structure : 5 "C60 Es 36.0 fcc 0.5"
In situ concrete - stage 1A:
In situ is from standard section:
- width : 1.55 m
- depth : 0.2 m
Property set: 1 "C40 Es 31.0 fcc 0.5"
Shear resistance width: 160.0 mm
Tendons:
SAM v6.60e
Copyright © 2025 Bestech Systems Ltd 6/5/2025 15:29 1
Job: Bridge Sungai Muda Job No.: 148
Beam: TMbeam- 26m Calc. By: Aqila
Checked:
Data File: \\zar-storage\Eng\2. PROJECTS\31. Paya Keladi\TMBeam26mRev.sam 6/5/2025 2:25:09 PM
————————————————————————————————————————————————————————————————————
x-y coordinates area Property kt Φ
mm mm² ref mm
————————————————————————————————————————————————————————————————————
-400.0 60.0 150.0 3 240 16.0 Debonded
-350.0 60.0 150.0 3 240 16.0 Debonded
-300.0 60.0 150.0 3 240 16.0 Debonded
-250.0 60.0 150.0 3 240 16.0 Full stress
-200.0 60.0 150.0 3 240 16.0 Full stress
-150.0 60.0 150.0 3 240 16.0 Full stress
-100.0 60.0 150.0 3 240 16.0 Debonded
-50.0 60.0 150.0 3 240 16.0 Debonded
0.0 60.0 150.0 3 240 16.0 Debonded
50.0 60.0 150.0 3 240 16.0 Debonded
100.0 60.0 150.0 3 240 16.0 Debonded
150.0 60.0 150.0 3 240 16.0 Full stress
200.0 60.0 150.0 3 240 16.0 Full stress
250.0 60.0 150.0 3 240 16.0 Full stress
300.0 60.0 150.0 3 240 16.0 Full stress
350.0 60.0 150.0 3 240 16.0 Debonded
400.0 60.0 150.0 3 240 16.0 Debonded
-350.0 110.0 150.0 3 240 16.0 Debonded
-300.0 110.0 150.0 3 240 16.0 Debonded
-250.0 110.0 150.0 3 240 16.0 Full stress
-200.0 110.0 150.0 3 240 16.0 Full stress
-150.0 110.0 150.0 3 240 16.0 Full stress
-100.0 110.0 150.0 3 240 16.0 Debonded
-50.0 110.0 150.0 3 240 16.0 Debonded
50.0 110.0 150.0 3 240 16.0 Debonded
100.0 110.0 150.0 3 240 16.0 Debonded
150.0 110.0 150.0 3 240 16.0 Full stress
200.0 110.0 150.0 3 240 16.0 Full stress
250.0 110.0 150.0 3 240 16.0 Full stress
300.0 110.0 150.0 3 240 16.0 Full stress
350.0 110.0 150.0 3 240 16.0 Debonded
-50.0 1040.0 150.0 3 240 16.0 Full stress
50.0 1040.0 150.0 3 240 16.0 Full stress
Debonded Tendons:
———————————————————————————————————————————————————
x-y coordinates distance from left end (m)
mm start end
———————————————————————————————————————————————————
-400.0 60.0 5.23 20.77
-350.0 60.0 5.23 20.77
-300.0 60.0 3.5 22.5
-100.0 60.0 1.5 24.5
-50.0 60.0 8.93 17.07
0.0 60.0 8.93 17.07
50.0 60.0 8.93 17.07
100.0 60.0 5.23 20.77
350.0 60.0 5.23 20.77
400.0 60.0 5.23 20.77
SAM v6.60e
Copyright © 2025 Bestech Systems Ltd 6/5/2025 15:29 2
Job: Bridge Sungai Muda Job No.: 148
Beam: TMbeam- 26m Calc. By: Aqila
Checked:
Data File: \\zar-storage\Eng\2. PROJECTS\31. Paya Keladi\TMBeam26mRev.sam 6/5/2025 2:25:09 PM
-350.0 110.0 5.23 20.77
-300.0 110.0 3.5 22.5
-100.0 110.0 1.5 24.5
-50.0 110.0 8.93 17.07
50.0 110.0 8.93 17.07
100.0 110.0 5.23 20.77
350.0 110.0 5.23 20.77
————————————————————————
PROPERTIES DETAILS
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ref: 1 Type: Concrete - BS 5400
Name: C40 Es 31.0 fcc 0.5
Characteristic strength fcu : 40.0 N/mm²
Material partial factor γm : 1.5
Elastic modulus - short term: 31.0 kN/mm²
Elastic modulus - long term: 15.5 kN/mm²
Compressive Stress limit factor: 0.5 x fcu
Limiting minimum stress: 0.0 N/mm²
Coefficient of thermal expansion: 0.000012 /°C
Density: 24.5 kN/m³
ref: 2 Type: Reinforcement - BS 5400
Name: Grade 500 E 200.0 fst 0.75
Characteristic strength fy : 500.0 N/mm²
Material partial factor γm : 1.15
Elastic modulus: 200.0 kN/mm²
Stress limit factor: 0.75 x fy
Limiting stress: 375.0 N/mm²
ref: 3 Type: Prestress Strand BS 5400 & BS 8110
Name: Grade 1860 E 200.0
Characteristic strength fpu : 1860.0 N/mm²
Material partial factor γm : 1.15
Elastic modulus: 200.0 kN/mm²
Initial Prestress force: 75.0 % of fpu
Max. relaxation after 1000 hours: 2.5 %
Relaxation at transfer: 50.0 % of total
ref: 4 Type: Concrete - BS 5400
Name: C50 Es 34.0 fcc 0.5
SAM v6.60e
Copyright © 2025 Bestech Systems Ltd 6/5/2025 15:29 3
Job: Bridge Sungai Muda Job No.: 148
Beam: TMbeam- 26m Calc. By: Aqila
Checked:
Data File: \\zar-storage\Eng\2. PROJECTS\31. Paya Keladi\TMBeam26mRev.sam 6/5/2025 2:25:09 PM
Characteristic strength fcu : 60.0 N/mm²
Material partial factor γm : 1.5
Elastic modulus - short term: 36.0 kN/mm²
Elastic modulus - long term: 18.0 kN/mm²
Compressive Stress limit factor: 0.5 x fcu
Limiting minimum stress: 0.0 N/mm²
Coefficient of thermal expansion: 0.000012 /°C
Density: 25.0 kN/m³
ref: 5 Type: Concrete - BS 5400
Name: C60 Es 36.0 fcc 0.5
Characteristic strength fcu : 60.0 N/mm²
Material partial factor γm : 1.5
Elastic modulus - short term: 36.0 kN/mm²
Elastic modulus - long term: 18.0 kN/mm²
Compressive Stress limit factor: 0.5 x fcu
Limiting minimum stress: 0.0 N/mm²
Coefficient of thermal expansion: 0.000012 /°C
Density: 23.6 kN/m³
——————————————————————————————————————
PRE-TENSIONED BEAM LOADING DATA
——————————————————————————————————————
Differential temperature secondary loads - positive temp diff
- none defined -
Differential temperature secondary loads - reverse temp diff
- none defined -
Shrinkage and creep secondary load effects
- none defined -
Settlement of supports
- none defined -
Beam Erection Stage Loading
Loading is defined for the distance between supports
Span Location Bending Moment Shear Force Axial Force
(from left support) kN.m kN kN
dim (m) pro ULS SLS ULS SLS ULS SLS
0.0 0.0 0.0 0.0 210.496 166.4 0.0 0.0
2.6 0.1 492.561 389.376 168.397 133.12 0.0 0.0
5.2 0.2 875.663 692.224 126.298 99.84 0.0 0.0
7.8 0.3 1149.31 908.544 84.1984 66.56 0.0 0.0
10.4 0.4 1313.5 1038.34 42.0992 33.28 0.0 0.0
13.0 0.5 1368.22 1081.6 0.0 0.0 0.0 0.0
15.6 0.6 1313.5 1038.34 -42.099 -33.28 0.0 0.0
18.2 0.7 1149.31 908.544 -84.198 -66.56 0.0 0.0
20.8 0.8 875.663 692.224 -126.3 -99.84 0.0 0.0
SAM v6.60e
Copyright © 2025 Bestech Systems Ltd 6/5/2025 15:29 4
Job: Bridge Sungai Muda Job No.: 148
Beam: TMbeam- 26m Calc. By: Aqila
Checked:
Data File: \\zar-storage\Eng\2. PROJECTS\31. Paya Keladi\TMBeam26mRev.sam 6/5/2025 2:25:09 PM
23.4 0.9 492.561 389.376 -168.4 -133.12 0.0 0.0
26.0 1.0 0.0 0.0 -210.5 -166.4 0.0 0.0
These loads are generated from the following applied load:
Beam dead load Start End
UDL Intensity: 12.8 12.8 kN/m
Dimension: 0.0 26.0 m
% Redistribution from supports: 100.0 Left 100.0 Right %
Load factors: 1.265 ULS 1.0 SLS
Construction stage 1A
Loading is defined for the distance between supports
Span Location Bending Moment Shear Force Axial Force
(from left support) kN.m kN kN
dim (m) pro ULS SLS ULS SLS ULS SLS
0.0 0.0 0.0 0.0 124.9 98.735 0.0 0.0
2.6 0.1 292.265 231.04 99.9198 78.988 0.0 0.0
5.2 0.2 519.583 410.738 74.9399 59.241 0.0 0.0
7.8 0.3 681.953 539.093 49.9599 39.494 0.0 0.0
10.4 0.4 779.375 616.106 24.98 19.747 0.0 0.0
13.0 0.5 811.849 641.777 0.0 0.0 0.0 0.0
15.6 0.6 779.375 616.106 -24.98 -19.747 0.0 0.0
18.2 0.7 681.953 539.093 -49.96 -39.494 0.0 0.0
20.8 0.8 519.583 410.738 -74.94 -59.241 0.0 0.0
23.4 0.9 292.265 231.04 -99.92 -78.988 0.0 0.0
26.0 1.0 0.0 0.0 -124.9 -98.735 0.0 0.0
These loads are generated from the following applied load:
Beam dead load Start End
UDL Intensity: 7.595 7.595 kN/m
Dimension: 0.0 26.0 m
% Redistribution from supports: 100.0 Left 100.0 Right %
Load factors: 1.265 ULS 1.0 SLS
Construction stage 1B
- none defined -
Construction stage 2
- none defined -
Construction stage 3
- none defined -
Superimposed dead load 1
Loading is defined for the distance between supports
Span Location Bending Moment Shear Force Axial Force
(from left support) kN.m kN kN
dim (m) pro ULS SLS ULS SLS ULS SLS
0.0 0.0 0.0 0.0 75.5103 47.0714 0.0 0.0
SAM v6.60e
Copyright © 2025 Bestech Systems Ltd 6/5/2025 15:29 5
Job: Bridge Sungai Muda Job No.: 148
Beam: TMbeam- 26m Calc. By: Aqila
Checked:
Data File: \\zar-storage\Eng\2. PROJECTS\31. Paya Keladi\TMBeam26mRev.sam 6/5/2025 2:25:09 PM
2.6 0.1 176.694 110.147 60.4083 37.6571 0.0 0.0
5.2 0.2 314.123 195.817 45.3062 28.2428 0.0 0.0
7.8 0.3 412.286 257.01 30.2041 18.8286 0.0 0.0
10.4 0.4 471.184 293.725 15.1021 9.41428 0.0 0.0
13.0 0.5 490.817 305.964 0.0 0.0 0.0 0.0
15.6 0.6 471.184 293.725 -15.102 -9.4143 0.0 0.0
18.2 0.7 412.286 257.01 -30.204 -18.829 0.0 0.0
20.8 0.8 314.123 195.817 -45.306 -28.243 0.0 0.0
23.4 0.9 176.694 110.147 -60.408 -37.657 0.0 0.0
26.0 1.0 0.0 0.0 -75.51 -47.071 0.0 0.0
These loads are generated from the following applied load:
Component 1 Start End
UDL Intensity: 3.017396 3.017396 kN/m
Dimension: 0.0 26.0 m
% Redistribution from supports: 100.0 Left 100.0 Right %
Load factors: 1.925 ULS 1.2 SLS
SDL non-structural concrete etc.
Loading is defined for the distance between supports
Span Location Bending Moment Shear Force Axial Force
(from left support) kN.m kN kN
dim (m) pro ULS SLS ULS SLS ULS SLS
0.0 0.0 0.0 0.0 69.0026 54.5475 0.0 0.0
2.6 0.1 161.466 127.641 55.202 43.638 0.0 0.0
5.2 0.2 287.051 226.918 41.4015 32.7285 0.0 0.0
7.8 0.3 376.754 297.829 27.601 21.819 0.0 0.0
10.4 0.4 430.576 340.376 13.8005 10.9095 0.0 0.0
13.0 0.5 448.517 354.559 0.0 0.0 0.0 0.0
15.6 0.6 430.576 340.376 -13.801 -10.909 0.0 0.0
18.2 0.7 376.754 297.829 -27.601 -21.819 0.0 0.0
20.8 0.8 287.051 226.918 -41.402 -32.728 0.0 0.0
23.4 0.9 161.466 127.641 -55.202 -43.638 0.0 0.0
26.0 1.0 0.0 0.0 -69.003 -54.547 0.0 0.0
These loads are generated from the following applied load:
Component 1 Start End
UDL Intensity: 4.19596 4.19596 kN/m
Dimension: 0.0 26.0 m
% Redistribution from supports: 100.0 Left 100.0 Right %
Load factors: 1.265 ULS 1.0 SLS
Live load BM 1 - Load combination 1
Loading is defined for the distance between supports
Span Location Bending Moment Shear Force Axial Force
(from left support) kN.m kN kN
dim (m) pro ULS SLS ULS SLS ULS SLS
0.0 0.0 0.0 0.0 407.636 285.06 0.0 0.0
2.6 0.1 953.868 667.041 326.109 228.048 0.0 0.0
SAM v6.60e
Copyright © 2025 Bestech Systems Ltd 6/5/2025 15:29 6
Job: Bridge Sungai Muda Job No.: 148
Beam: TMbeam- 26m Calc. By: Aqila
Checked:
Data File: \\zar-storage\Eng\2. PROJECTS\31. Paya Keladi\TMBeam26mRev.sam 6/5/2025 2:25:09 PM
5.2 0.2 1695.77 1185.85 244.582 171.036 0.0 0.0
7.8 0.3 2225.69 1556.43 163.054 114.024 0.0 0.0
10.4 0.4 2543.65 1778.78 81.5272 57.012 0.0 0.0
13.0 0.5 2649.63 1852.89 0.0 0.0 0.0 0.0
15.6 0.6 2543.65 1778.78 -81.527 -57.012 0.0 0.0
18.2 0.7 2225.69 1556.43 -163.05 -114.02 0.0 0.0
20.8 0.8 1695.77 1185.85 -244.58 -171.04 0.0 0.0
23.4 0.9 953.868 667.041 -326.11 -228.05 0.0 0.0
26.0 1.0 0.0 0.0 -407.64 -285.06 0.0 0.0
These loads are generated from the following applied load:
Component 1 Start End
UDL Intensity: 21.9277 21.9277 kN/m
Dimension: 0.0 26.0 m
% Redistribution from supports: 100.0 Left 100.0 Right %
Load factors: 1.43 ULS 1.0 SLS
End
SAM v6.60e
Copyright © 2025 Bestech Systems Ltd 6/5/2025 15:29 7
