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Q1. Draw shear force and bending moment diagrams for the beam shown in the figure below. Consider the C as cantilever. (A: pin support, E: roller support) A 25 kN/m 8m B. CAFigure Q1 - 2 m 40 KN 200 kN.m nd D and the shear and bending moment (50p) nent that can be developed

Q1. Draw shear force and bending moment diagrams for the beam shown in the figure below. Consider the C as cantilever. (A: pin support, E: roller support) A 25 kN/m 8m B. CAFigure Q1 - 2 m 40 KN 200 kN.m nd D and the shear and bending moment (50p) nent that can be developed

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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as cantilever. (A: pin support, E: roller support) Q1. Draw shear force and bending moment diagrams for the beam shown in the figure below. Consider the C A A L 3m 25 kN/m B 8m B Figure Q1 point C of the beams shown below. Also, determine the maximum bending moment that can be developed at Q2- Draw the influence lines for vertical reactions at supports B and D and the shear and bending moment at point C due to a concentrated moving load of 5 kN and a uniform moving load of 2 kN/m. (50p) 6m -2 m C 40 KN 200 kN.m 6m
Transcribed Image Text:as cantilever. (A: pin support, E: roller support) Q1. Draw shear force and bending moment diagrams for the beam shown in the figure below. Consider the C A A L 3m 25 kN/m B 8m B Figure Q1 point C of the beams shown below. Also, determine the maximum bending moment that can be developed at Q2- Draw the influence lines for vertical reactions at supports B and D and the shear and bending moment at point C due to a concentrated moving load of 5 kN and a uniform moving load of 2 kN/m. (50p) 6m -2 m C 40 KN 200 kN.m 6m
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