Q4: Draw the influence line for the reaction at A, draw the influence line at D in the girder, and draw the influence line for the shear at point F of the girder. Determine the maximum positive moment in the girder at D and determine the maximum positive shear at point F due to a uniform live load of 5 kN/m acting, a uniform dead load 2 kN/m and a concentrated live load 30 kN on the top beams. 2m 2m 2m Internal Hinge 2 m 3mm D 4m 4 m E

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q4: Draw the influence line for the reaction at A, draw the influence line for the moment
at D in the girder, and draw the influence line for the shear at point F of the girder.
Determine the maximum positive moment in the girder at D and determine the
maximum positive shear at point F due to a uniform live load of 5 kN/m acting, a
uniform dead load 2 kN/m and a concentrated live load 30 kN on the top beams.
2m
B
2m 2m
Internal Hinge
2m
F
C3m 1m D
4 m
4 m
E
Transcribed Image Text:Q4: Draw the influence line for the reaction at A, draw the influence line for the moment at D in the girder, and draw the influence line for the shear at point F of the girder. Determine the maximum positive moment in the girder at D and determine the maximum positive shear at point F due to a uniform live load of 5 kN/m acting, a uniform dead load 2 kN/m and a concentrated live load 30 kN on the top beams. 2m B 2m 2m Internal Hinge 2m F C3m 1m D 4 m 4 m E
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