The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 16 kN and M = 24 kNm, L1= 3 m, L, = 5, L3= 2 m and a=35 mm. Find, a by double integration method find the El& at the right end of the beam b. by double integration method the maximum Elő between supports c. If w is spread over L-and L7, and P and M are interchanged, determine the midspan El6 and deflection by moment- area method. 4a B 10a M D 7a

The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 16 kN and M = 24 kNm, L1= 3 m, L, = 5, L3= 2 m and a=35 mm. Find, a by double integration method find the El& at the right end of the beam b. by double integration method the maximum Elő between supports c. If w is spread over L-and L7, and P and M are interchanged, determine the midspan El6 and deflection by moment- area method. 4a B 10a M D 7a

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

The beam supports the loads as shown in the figure. Using E=200 GPa, w = 16 kN/m, P = 16 kN and M = 24 kNm, L1= 3 m, L, = 5, L3= 2 m and a=35 mm. Find,
a. by double integration method find the ElS at the right end of the beam
b. by double integration method the maximum Elő between supports
c. If w is spread over L-and L7, and P and M are interchanged, determine the midspan Eló and deflection by moment- area method.
4a
W
10a
M
D
7a

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