For the girder shown below, draw the influence lines for shear in panel CD and the bending moment at point D. Then, determine the moment of point D due to the live load group and a uniformly distributed load of 50 kN/m if the system of loads will be moved to the right. MOMENT CHART: 30N 30N 30N 35N 35N 20N 2m 2m 3m GIRDER AH: 7 panels a 4m = 28m Answer: Max. Mp= 415+ 4(16)(50)/2 = 2015N.m with Load 4 at D.

For the girder shown below, draw the influence lines for shear in panel CD and the bending moment at point D. Then, determine the moment of point D due to the live load group and a uniformly distributed load of 50 kN/m if the system of loads will be moved to the right. MOMENT CHART: 30N 30N 30N 35N 35N 20N 2m 2m 3m GIRDER AH: 7 panels a 4m = 28m Answer: Max. Mp= 415+ 4(16)(50)/2 = 2015N.m with Load 4 at D.

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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