We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than the moment of inertia of member BC. We also know that E = 5000 ksi, I = 1000 in“. You are asked to calculate the deflection of point C, using %3D %3D the unit load method. 2 kip/ft 5 kip 2I 10 ft 10 ft

We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than the moment of inertia of member BC. We also know that E = 5000 ksi, I = 1000 in“. You are asked to calculate the deflection of point C, using %3D %3D the unit load method. 2 kip/ft 5 kip 2I 10 ft 10 ft

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

We are given the beam shown in Fig. 4. The moment of inertia of member AB is two
times bigger than the moment of inertia of member BC. We also know that
E = 5000 ksi, I = 1000 in“. You are asked to calculate the deflection of point C, using
the unit load method.
2 kip/ft
5 kip
C
2I
I.
10 ft
10 ft
Figure 4

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