For the beam loaded as shown, determine the beam deflection at point C. Assume that E = 25500 ksi and / = 2600 in.4 are constant. 36 kips 3.2 kips/ft |B D 14 ft 7 ft 7 ft (A) -0.574 in (B) -0.633 in -0.947 in (D -0.517 in E) -0.689 in

For the beam loaded as shown, determine the beam deflection at point C. Assume that E = 25500 ksi and / = 2600 in.4 are constant. 36 kips 3.2 kips/ft |B D 14 ft 7 ft 7 ft (A) -0.574 in (B) -0.633 in -0.947 in (D -0.517 in E) -0.689 in

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

For the beam loaded as shown, determine the beam deflection at point C. Assume that E = 25500 ksi and / = 2600 in.4 are constant.
|36 kips
...
3.2 kips/ft
В
C
14 ft
7 ft
7 ft
A) -0.574 in
B) -0.633 in
(c) -0.947 in
D) -0.517 in
E) -0.689 in

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Deflection due to point load at C

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Deflection due to UDL

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Total Deflection at C

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