The designed to withstand a uniformly distributed live load of 60 kN/m, a dead load of 20 kN/m, and a concentrated live load of 10 kN. Construct the influence lines using any technique you like. Questions. Find the upward reaction at A in kN Find the Max positive shear at B in kN Find the Max positive moment at B in kN-m Find the Max positive shear at D in kN Find the Max positive moment at D in kN-m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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The designed to withstand a uniformly distributed live load of 60 kN/m, a dead load of 20 kN/m, and a concentrated live load of 10 kN. Construct the influence lines using any technique you like.

Questions.

Find the upward reaction at A in kN

Find the Max positive shear at B in kN

Find the Max positive moment at B in kN-m

Find the Max positive shear at D in kN

Find the Max positive moment at D in kN-m

Tu Pin
6m
в
3m
Roller
3m
Transcribed Image Text:Tu Pin 6m в 3m Roller 3m
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