A simply supported beam hinged at A and supported at C, is carrying a distributed load and a point load (see Fig. 1). The beam has a Young Modulus E = 80 GPa and a constant depth of 400 mm. The moment of inertia of the beam is limited to be I = 255 x 10-4 m*. P- 120 KN 15 KN/m Figure 1

A simply supported beam hinged at A and supported at C, is carrying a distributed load and a point load (see Fig. 1). The beam has a Young Modulus E = 80 GPa and a constant depth of 400 mm. The moment of inertia of the beam is limited to be I = 255 x 10-4 m*. P- 120 KN 15 KN/m Figure 1

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

A simply supported beam hinged at A and supported at C, is carrying a distributed load and
a point load (see Fig. 1). The beam has a Young Modulus E = 80 GPa and a constant
depth of 400 mm. The moment of inertia of the beam is limited to be I =
255 x 10-4 m*.
P- 120 KN
9.-15 KN/m
2 (m)
Figure 1
(V) Derive the deflection equation and find the value of the integration constants.
(vi) Find the deflection at D.

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