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(a) E=29,000 ksi, and I = 300 in. 9 kip 12 ft B C 18 ft Vc = in O rad at x=15 ft (b) E=29,000 ksi, and I = 200 in 0.8 kip/ft A X 0B = Vat x= 8 ft 12 ft rad = in B

(a) E=29,000 ksi, and I = 300 in. 9 kip 12 ft B C 18 ft Vc = in O rad at x=15 ft (b) E=29,000 ksi, and I = 200 in 0.8 kip/ft A X 0B = Vat x= 8 ft 12 ft rad = in B

Structural Analysis
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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(a) E= 29,000 ksi, and I=300 in⁴ (b) E =29,000 ksi, and I= 200 in⁴
(a) E=29,000 ksi, and I = 300 in. 9 kip 12 ft B C 18 ft Vc = in O rad at x=15 ft (b) E=29,000 ksi, and I = 200 in 0.8 kip/ft A X 0B = Vat x= 8 ft 12 ft rad = in B
Transcribed Image Text:(a) E=29,000 ksi, and I = 300 in. 9 kip 12 ft B C 18 ft Vc = in O rad at x=15 ft (b) E=29,000 ksi, and I = 200 in 0.8 kip/ft A X 0B = Vat x= 8 ft 12 ft rad = in B
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