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the ed quantities for a uniform dead load of 1.5 klf, a moving uniform blems 16.33 through 16.39, us d of 2.5 klf, and a moving concentrated live load of 25 k Find the maximum reaction at A, maximum positive shear 125 k, V1-1 and moment at section 1-1. (Ans: RAy 28.1 k) %3D %3D 11 A -25 ft 25 ft

the ed quantities for a uniform dead load of 1.5 klf, a moving uniform blems 16.33 through 16.39, us d of 2.5 klf, and a moving concentrated live load of 25 k Find the maximum reaction at A, maximum positive shear 125 k, V1-1 and moment at section 1-1. (Ans: RAy 28.1 k) %3D %3D 11 A -25 ft 25 ft

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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Find the maximum reaction at A, maximum positive shear, requested quantities for a uniform dead load of 1.5 klf, a moving uniform For Problems 16.33 through 16.39, use influence lines to determine the Sections 16.8-16.10 For Problems 16.33 through 16.39, use influence lines to determine requested quantities for a uniform dead load of 1.5 klf, a moving unifo live load of 2.5 klf, and a moving concentrated live load of 25 k Find the maximum reaction at A, maximum positive shear and moment at section 1-1. (Ans: RAy = 125 k, V- P16.33 %3D %3D 28.1 k) 11 11 A B 25 ft 25 ft 25 ft- Problem 16.33
Transcribed Image Text:Find the maximum reaction at A, maximum positive shear, requested quantities for a uniform dead load of 1.5 klf, a moving uniform For Problems 16.33 through 16.39, use influence lines to determine the Sections 16.8-16.10 For Problems 16.33 through 16.39, use influence lines to determine requested quantities for a uniform dead load of 1.5 klf, a moving unifo live load of 2.5 klf, and a moving concentrated live load of 25 k Find the maximum reaction at A, maximum positive shear and moment at section 1-1. (Ans: RAy = 125 k, V- P16.33 %3D %3D 28.1 k) 11 11 A B 25 ft 25 ft 25 ft- Problem 16.33
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