SITUATION A: From the given continuous beam, use Moment Distribution Method. Flexural rigidity is constant all over the length of the beam. Support A and C are fixed supports. (Don't use Modified Stiffness Method) Q k/ft A Lft 0.8L ft Determine the following: 1. Reaction at support B in kips. 2. Reaction at support C in kips. 3. Moment at support B in k-ft, considering segment AB only.

SITUATION A: From the given continuous beam, use Moment Distribution Method. Flexural rigidity is constant all over the length of the beam. Support A and C are fixed supports. (Don't use Modified Stiffness Method) Q k/ft A Lft 0.8L ft Determine the following: 1. Reaction at support B in kips. 2. Reaction at support C in kips. 3. Moment at support B in k-ft, considering segment AB only.

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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