Asap need right complete solution 2 kN4 kN1.5 kNSituation1 Moving load isto pass through the bridgecoming from the left. Assume the loads are applied directlyto the truss and move only to the right.2m1. Compute the max ordinate of the influence line for theGstress of member BG.4ma. -0.425c. -0.625b. -0.525d. -0.730B4 @ 3 = 12mCompute the distance of the 2 kN from joint A todevelop the max compressive stress of member BG of the truss.b. 7md. 5m2.а. бтс. 8mCompute the max compressive force developed in member BG of the truss due3.to the moving loads.a.-2.33kNb. -2.361 kNc. -2.55kNd. -2.66 kN

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2 kN 4 kN 1.5 kN Situation 1 Moving load is to pass coming from the left. Assume the loads are applied directly to the truss and move only to the right. through the bridge ta N 2m 1. Compute the max ordinate of the influence line for the stress of member BG. 4m a. -0.425 c. -0.625 Compute the distance of the 2 kN b. -0.525 d. -0.730 2. 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. kN a.-2.33 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 coming from the left. Assume the loads are applied directly to the truss and move only to the right. through the bridge ta N 2m 1. Compute the max ordinate of the influence line for the stress of member BG. 4m a. -0.425 c. -0.625 Compute the distance of the 2 kN b. -0.525 d. -0.730 2. 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. kN a.-2.33 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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