Consider the beam and loading shown. Use w 8 kips/ft and E=29 x 106 psi. (For W12 x 22, 1 156 in) W. W12 x 22 ft Determine the deflection at point C. (Round the final answer to four decimal places.) The deflection at point Cis( in. I.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Consider the beam and loading shown. Use w= 8 kips/ft and E= 29 x 106 psi. (For Ww12 x 22, /= 156 in")
1.
W12 x 22
6 ft-
6 ft
Determine the deflection at point C. (Round the final answer to four decimal places.)
The deflection at point Cis
in. L.
Transcribed Image Text:Required information Consider the beam and loading shown. Use w= 8 kips/ft and E= 29 x 106 psi. (For Ww12 x 22, /= 156 in") 1. W12 x 22 6 ft- 6 ft Determine the deflection at point C. (Round the final answer to four decimal places.) The deflection at point Cis in. L.
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