10 m E-300 GPa 30 kN/m -10 m Ela contam -10 m 7-700 (10) m (a) Indeterminate Beam

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the member end moments and reactions for the continuous beam shown in the Figure (a) due to the uniformly  distributed load and due to the support settlements of 10 mm at A, 50 mm at B, 20 mm at C,  and 40 mm at D. Use the three-moment equation.

-10
E-300 GP's
30 kN/m
-10 m
El conta
-10 m
7-700 (10) m
(a) Indeterminate Blean
Transcribed Image Text:-10 E-300 GP's 30 kN/m -10 m El conta -10 m 7-700 (10) m (a) Indeterminate Blean
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