Given the direction and values of reactions at hinge and roller of the beam shown in the figure. Using integration method. Determine the deflection at point B of the overhanging beam, El is FLEXURAL RIGIDITY=6000 KN.m^2 40 kN 3m B 3m 100 kN 4m 60 KN O

Given the direction and values of reactions at hinge and roller of the beam shown in the figure. Using integration method. Determine the deflection at point B of the overhanging beam, El is FLEXURAL RIGIDITY=6000 KN.m^2 40 kN 3m B 3m 100 kN 4m 60 KN O

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

*
Given the direction and values of reactions
at hinge and roller of the beam shown in the
figure. Using integration method. Determine
the deflection at point B of the overhanging
beam, El is FLEXURAL RIGIDITY=6000
40 kN
3m
B
3m
C
100 kN
4m
KN.m^2
60 kN
+0.090 m
+0.025 mm
_ 0.090 mm
-.0.005 m
+0.005 m
-0.025 m
-0.025 mm
+0.090 mm
+0.025 m
- 0.090 m

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