Situation 10-A 25 m simply supported girder of a bridge is crossed by a standard H. loading consisting of two wheel loads of 142.4 kN and 35.6 kN which are 4.3 m apart 34. Calculate the maximum support reaction in kN. A. 157.2 C. 142.4 D. 171.9 B. 189.3 35. Calculate the maximum span moment in kN-m. A. 925.7 C. 1123.5 B. 836.4 D. 1037.3 36. Calculate the maximum shear at midspan in kN. A. 96.3 C. 82.9 B. 102.7 D. 89.5

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 10-A 25 m simply supported girder of a bridge is crossed by a standard H.
loading consisting of two wheel loads of 142.4 kN and 35.6 kN which are 4.3 m
apart.
34. Calculate the maximum support reaction in kN.
A. 157.2
C.
142.4
D. 171.9
B. 189.3
35. Calculate the maximum span moment in kN-m.
A. 925.7
C. 1123.5
B. 836.4
D. 1037.3
36. Calculate the maximum shear at midspan in kN.
A. 96.3
C. 82.9
B. 102.7
D. 89.5
Transcribed Image Text:Situation 10-A 25 m simply supported girder of a bridge is crossed by a standard H. loading consisting of two wheel loads of 142.4 kN and 35.6 kN which are 4.3 m apart. 34. Calculate the maximum support reaction in kN. A. 157.2 C. 142.4 D. 171.9 B. 189.3 35. Calculate the maximum span moment in kN-m. A. 925.7 C. 1123.5 B. 836.4 D. 1037.3 36. Calculate the maximum shear at midspan in kN. A. 96.3 C. 82.9 B. 102.7 D. 89.5
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