(a) Assuming that no loads act in the Beam, compute the reactions if support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.², I=300 in. (b)If support Bsettles the reactions.3/2 in. under the applied loads, compute the reactions.

(a) Assuming that no loads act in the Beam, compute the reactions if support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.², I=300 in. (b)If support Bsettles the reactions.3/2 in. under the applied loads, compute the reactions.

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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Question

Using super position method

7. From the Beam shown:
(a) Assuming that no loads act in the Beam, compute the reactions if
support B is constructed 0.48 in.too low. Given: E = 29,000 kips/in.²,
I=300 in.4
(b)If support Bsettles the reactions.3/2 in. under the applied loads,
compute the reactions.
A
k
24'-
B
w = 1 kip/ft
16′———————
C

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