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Ans. ốc - PL U2 L/2 Anc I 48EI PLU4 M- diag

Ans. ốc - PL U2 L/2 Anc I 48EI PLU4 M- diag

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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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 - 3x² - a* ) Anc I 6EI tangent at C P(a) P(a) M- diag. Aac = 1/EI(Area of M-diag from A to C about A) = deviation of A with respect to a tangent drawn at C ốc = Aạc b) Ans. ốc - PL L/2 L/2 Anc I 48EI x-L/2 PLI4 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 - 3x² - a* ) Anc I 6EI tangent at C P(a) P(a) M- diag. Aac = 1/EI(Area of M-diag from A to C about A) = deviation of A with respect to a tangent drawn at C ốc = Aạc b) Ans. ốc - PL L/2 L/2 Anc I 48EI x-L/2 PLI4 M- diag
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