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For the beam shown in Figure ( 2), draw the influence line (I.L) for reaction at E, shear force at support C, shear force at D and bending moment at D. Then find the maximum (+ve) bending moment at D due to uniform dead load of (16 kN/m) and uniform live load of (20kN/m) can occupy any length and region of the beam Hinge D E F 我 В 2 m 2 m 2 m 4 m 1m Figure (2)

For the beam shown in Figure ( 2), draw the influence line (I.L) for reaction at E, shear force at support C, shear force at D and bending moment at D. Then find the maximum (+ve) bending moment at D due to uniform dead load of (16 kN/m) and uniform live load of (20kN/m) can occupy any length and region of the beam Hinge D E F 我 В 2 m 2 m 2 m 4 m 1m Figure (2)

Structural Analysis
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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For the beam shown in Figure ( 2), draw the influence line (I.L) for reaction at E, shear force at support C, shear force at D and bending moment at D. Then find the maximum (+ve) bending moment at D due to uniform dead load of (16 kN/m) and uniform live load of (20kN/m) can occupy any length and region of the beam Hinge D E F 我 В 2 m 2 m 2 m 4 m 1m Figure (2)
Transcribed Image Text:For the beam shown in Figure ( 2), draw the influence line (I.L) for reaction at E, shear force at support C, shear force at D and bending moment at D. Then find the maximum (+ve) bending moment at D due to uniform dead load of (16 kN/m) and uniform live load of (20kN/m) can occupy any length and region of the beam Hinge D E F 我 В 2 m 2 m 2 m 4 m 1m Figure (2)
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