2 kN 4 kN 1.5 kN Situation 1 Moving load is to pass through the bridge coming from the left. Assume the loads are applied directly to the truss and move only to the right. 3n 2m 1. Compute the max ordinate of the influence line for the G stress of member BG. 4m a. -0.425 c. -0.625 Compute the distance of b. -0.525 d. -0.730 B D 2. the 2 kN from joint A to 4 @ 3 = 12m develop the max compressive stress of member BG of the truss. b. 7m d. 5m a. 6m c. 8m Compute the max compressive force developed in member BG of the truss due 3. to the moving loads. a.-2.33 kN b. -2.361 kN c. -2.55 kN d. -2.66 kN

2 kN 4 kN 1.5 kN Situation 1 Moving load is to pass through the bridge coming from the left. Assume the loads are applied directly to the truss and move only to the right. 3n 2m 1. Compute the max ordinate of the influence line for the G stress of member BG. 4m a. -0.425 c. -0.625 Compute the distance of b. -0.525 d. -0.730 B D 2. the 2 kN from joint A to 4 @ 3 = 12m develop the max compressive stress of member BG of the truss. b. 7m d. 5m a. 6m c. 8m Compute the max compressive force developed in member BG of the truss due 3. to the moving loads. a.-2.33 kN b. -2.361 kN c. -2.55 kN d. -2.66 kN

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 10P

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