c, AB, and Ac. 2 KN/m E = 200,000 MPa I = 9 x 107 mren4 3m 4m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Kindly solve the slope and deflection of points A,B,C using Castiglano's 2nd theorem (show solutions and diagrams)
Transcribed Image Text:ec, AB, and Ac.
2 KN/m
B
E = 200,000 MPa
I = 9 x 107 mm4
3m
4m
Fig.P15.2
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