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For the moving loads crossing a 20 m span, compute the following : 20 kN 50 kN 90 kN n k 3 m 5 m (11) total load, PI = (12-14) Max. M caused by the 20 kN load, P20 (15-18) max. moment caused by the 50 KN load, Pso = (19-21) max. moment caused by the 90KN load, P90 = %3D KN-m %3D KN-m KN-m

For the moving loads crossing a 20 m span, compute the following : 20 kN 50 kN 90 kN n k 3 m 5 m (11) total load, PI = (12-14) Max. M caused by the 20 kN load, P20 (15-18) max. moment caused by the 50 KN load, Pso = (19-21) max. moment caused by the 90KN load, P90 = %3D KN-m %3D KN-m KN-m

Structural Analysis
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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For the moving loads crossing a 20 m span, compute the following : 20 kN 50 kN 90 kN | 3 m , 5 m (11) total load, PI = (12-14) Max. M caused by the 20 kN load, P20 = (15-18) max. moment caused by the 50 KN load, Pso = (19-21) max. moment caused by the 90KN load, P90 = (22-25) Max. Shear, V = KN-m KN-m KN-m KN
Transcribed Image Text:For the moving loads crossing a 20 m span, compute the following : 20 kN 50 kN 90 kN | 3 m , 5 m (11) total load, PI = (12-14) Max. M caused by the 20 kN load, P20 = (15-18) max. moment caused by the 50 KN load, Pso = (19-21) max. moment caused by the 90KN load, P90 = (22-25) Max. Shear, V = KN-m KN-m KN-m KN
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