150 lb B 30 lb D 4 ft 6 ft R₁ =78 lb Rc= 102 lb Using the Moment Area Method and assuming the cantilever wall at C your moment diagram by parts computations, determine the following: El (deviation of point D relative to tangent C), El to/c = lb-ft (do not use commas) Eldeviation of point A relative to tangent C). El t/c = lb-ft3 (do not use commas) (deflection at the free end), El yo = Direction of deflection (upward or downward)- (write "upward" or "downward") lb-ft (do not use commas)

150 lb B 30 lb D 4 ft 6 ft R₁ =78 lb Rc= 102 lb Using the Moment Area Method and assuming the cantilever wall at C your moment diagram by parts computations, determine the following: El (deviation of point D relative to tangent C), El to/c = lb-ft (do not use commas) Eldeviation of point A relative to tangent C). El t/c = lb-ft3 (do not use commas) (deflection at the free end), El yo = Direction of deflection (upward or downward)- (write "upward" or "downward") lb-ft (do not use commas)

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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