Solve using moment area method P7.17. Compute the slope and deflection under the32-kip load at B and D. Reactions are given. I = 510 in.ªand E = 29,000 kips/in.². Sketch the deflected shape.96 kip. ftA32 kipsR₁ = 16 kipsB2²12²-CRc = 32 kipsP7.1732 kipsD1212-E96 kip. ft4RE = 16 kips

To find the slope and deflection at B and D in the given beam.

P7.17. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I = 510 in.4 and E = 29,000 kips/in.². Sketch the deflected shape. 96 kip. ft A F RA = 16 kips 32 kips 12' B C 12'- 32 kips Rc = 32 kips D + 2²12²-1 12' E 96 kip. ft RE= = 16 kips

P7.17. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I = 510 in.4 and E = 29,000 kips/in.². Sketch the deflected shape. 96 kip. ft A F RA = 16 kips 32 kips 12' B C 12'- 32 kips Rc = 32 kips D + 2²12²-1 12' E 96 kip. ft RE= = 16 kips

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.

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Solve using moment area method

P7.17. Compute the slope and deflection under the
32-kip load at B and D. Reactions are given. I = 510 in.ª
and E = 29,000 kips/in.². Sketch the deflected shape.
96 kip. ft
A
32 kips
R₁ = 16 kips
B
2²12²-
C
Rc = 32 kips
P7.17
32 kips
D
1212-
E
96 kip. ft
4
RE = 16 kips

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