Problem 3 Using the Moment-Distribution Method, determine the moments at the ends of each member of the frame. Assume the joints at B is fixed, C is pinned, and A is fixed. The moment of inertia of each member is listed in the figure. E = 29×10³ ksi, AAB = 27 in², IAB = 650 in4, ABC = 44 in², IBC = 700 in4. 6 k 8 ft 8 ft 7 k/ft IBC = 800 in -12 ft LAB = 550 in C

Problem 3 Using the Moment-Distribution Method, determine the moments at the ends of each member of the frame. Assume the joints at B is fixed, C is pinned, and A is fixed. The moment of inertia of each member is listed in the figure. E = 29×10³ ksi, AAB = 27 in², IAB = 650 in4, ABC = 44 in², IBC = 700 in4. 6 k 8 ft 8 ft 7 k/ft IBC = 800 in -12 ft LAB = 550 in C

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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