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2. Determine the deflection of the following using Area- Moment Method. Use the conventional moment diagram below. Do not use moment-diagram by parts. a)

2. Determine the deflection of the following using Area- Moment Method. Use the conventional moment diagram below. Do not use moment-diagram by parts. a)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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2. Determine the deflection of the following using Area- Moment Method. Use the conventional moment diagram below. Do not use moment-diagram by parts. a) Ans. ốc = Pa ( 3Lx - 3x-a?) B. Anc I 6EI x-U2 C tangent at C P(a) P(a) M- diag. Aac = 1/El(Area of M-diag from A to C about A) = deviation of A with respect to a tangent drawn at C 6c = AẠC b) Ans. ốc = PL3 48EI L/2 L/2 B. AAC I O ốc C x-L/2 PL/4 M- diag.
Transcribed Image Text:2. Determine the deflection of the following using Area- Moment Method. Use the conventional moment diagram below. Do not use moment-diagram by parts. a) Ans. ốc = Pa ( 3Lx - 3x-a?) B. Anc I 6EI x-U2 C tangent at C P(a) P(a) M- diag. Aac = 1/El(Area of M-diag from A to C about A) = deviation of A with respect to a tangent drawn at C 6c = AẠC b) Ans. ốc = PL3 48EI L/2 L/2 B. AAC I O ốc C x-L/2 PL/4 M- diag.
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