Asap need right complete solution 125 kN 100 kN50 kNSituation 2 For the beam shown, it carriesconcentrated loads moving from the right. Using influenceaseries ofline for the beam.2m3m4. Compute the max ordinate of the influence line to obtainmax positive moment at point B.BDb. 2d. 4Compute the position of the 125 kN load from point Aа. 13с.4m4m2m5.to produce max positive moment at B.b. 1.5 md. 3ma. 1 mс. 2m6.Compute the max positive moment at B due tothe series of concentratedloads.a. 340 kN.mc. 360 kN.mb. 350 kN.md. 380 kN.m

We will draw ILD and check for each case.

125 kN 100 kN 50 kN it carries Situation 2 For the beam shown, concentrated loads moving from the right. Using influence line for the beam. a series of 2m 3m 4. Compute the max ordinate of the influence line to obtain max positive moment at point B. B b. 2 d. 4 Compute the position of the 125 kN load from point A а. 1 с. 3 4m 4m 2m 5. to produce max positive moment at B. а. 1 m c. 2m Compute the max positive moment at B due to the series of concentrated b. 1.5 m d. 3m 6. loads. a. 340 kN.m c. 360 kN.m b. 350 kN.m d. 380 kN.m

125 kN 100 kN 50 kN it carries Situation 2 For the beam shown, concentrated loads moving from the right. Using influence line for the beam. a series of 2m 3m 4. Compute the max ordinate of the influence line to obtain max positive moment at point B. B b. 2 d. 4 Compute the position of the 125 kN load from point A а. 1 с. 3 4m 4m 2m 5. to produce max positive moment at B. а. 1 m c. 2m Compute the max positive moment at B due to the series of concentrated b. 1.5 m d. 3m 6. loads. a. 340 kN.m c. 360 kN.m b. 350 kN.m d. 380 kN.m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter8: Influence Lines

Section: Chapter Questions

Problem 10P

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