P7.17. Compute the slope and deflection under the32-kip load at B and D. Reactions are given. I = 510 in.and E = 29,000 kips/in.?. Sketch the deflected shape.%3D32 kips32 kipsBD.96 kip • ft96 kip ft12 12-4.12'-12-RA= 16 kipsRE= 16 kips%3DRc%3D32 kipsP7.17

Given, Point load at B and D =32 kips Moment A and E =96 kips-ft. Reaction at support A,C and E =16…

Answered: P7.17. Compute the slope and deflection…

P7.17. Compute the slope and deflection under the 32-kip load at B and D. Reactions are given. I = 510 in." and E = 29,000 kips/in.². Sketch the deflected shape. %3D %3D

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

P7.17. Compute the slope and deflection under the
32-kip load at B and D. Reactions are given. I = 510 in.
and E = 29,000 kips/in.?. Sketch the deflected shape.
%3D
32 kips
32 kips
B
D.
96 kip • ft
96 kip ft
12 12-
4.
12'-12-
RA= 16 kips
RE= 16 kips
%3D
Rc%3D32 kips
P7.17

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