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Q=15, thanks.

Q=15, thanks.

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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Q=15, thanks.

SITUATION B: The beam shown has support settlements of 0.1L mm at A; 0.65L mm at C; 0.40L mm at E; and 0.25L mm at G. From the given continuous beam, use Moment Distribution Method. (Don't use Modified Stiffness Method) Q kN Q kN 1.5Q kN B F 1.5L m Lm 1.5L m Lm Lm + Lm 21 E = 200 GPa | = 500 (10) mm Determine the following: 1. Total fixed end moment CE. (FEMCE) 2. Total fixed end moment GE. (FEMGE) 3. Moment at support C, considering segment AC only. (Up to 12 iterations/cycles)
Transcribed Image Text:SITUATION B: The beam shown has support settlements of 0.1L mm at A; 0.65L mm at C; 0.40L mm at E; and 0.25L mm at G. From the given continuous beam, use Moment Distribution Method. (Don't use Modified Stiffness Method) Q kN Q kN 1.5Q kN B F 1.5L m Lm 1.5L m Lm Lm + Lm 21 E = 200 GPa | = 500 (10) mm Determine the following: 1. Total fixed end moment CE. (FEMCE) 2. Total fixed end moment GE. (FEMGE) 3. Moment at support C, considering segment AC only. (Up to 12 iterations/cycles)
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