Situation 8-Two loads P₁ = 60 kN and P2 = 90 kN, 4 m apart, move across a 10-m simple span. Calculate the following: 36. The maximum shear in the beam, in kN. A. 138 C. 145 B. 126 D. 104 37. The maximum moment under P1, in kN-m. A. 225.8 C. 264.6 B. 216.6 D. 201.7 38. The maximum moment under P2, in kN-m. A. 264.6 C. 216.6 B. 201.7 D. 225.8

Situation 8-Two loads P₁ = 60 kN and P2 = 90 kN, 4 m apart, move across a 10-m simple span. Calculate the following: 36. The maximum shear in the beam, in kN. A. 138 C. 145 B. 126 D. 104 37. The maximum moment under P1, in kN-m. A. 225.8 C. 264.6 B. 216.6 D. 201.7 38. The maximum moment under P2, in kN-m. A. 264.6 C. 216.6 B. 201.7 D. 225.8

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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p1=193 p2=168 p3=118
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