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The indicated bridge girder is subject to a differential temperature increase equal to 20°C (T1 = 40°C, T2 = 20°C). Using Cross's method, draw your DMF. Suppose: Beams and Columns of 0.5 x 0.5 m. α = 10^-5/°C Average ambient temperature= A =30°C 4.0 m 4.0 m 4.0 m T1 T2 3.0 m

The indicated bridge girder is subject to a differential temperature increase equal to 20°C (T1 = 40°C, T2 = 20°C). Using Cross's method, draw your DMF. Suppose: Beams and Columns of 0.5 x 0.5 m. α = 10^-5/°C Average ambient temperature= A =30°C 4.0 m 4.0 m 4.0 m T1 T2 3.0 m

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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The indicated bridge girder is subject to a differential temperature increase equal to 20°C (T1 = 40°C, T2 = 20°C). Using Cross's method, draw your DMF. Suppose: Beams and Columns of 0.5 x 0.5 m. α = 10^-5/°C Average ambient temperature= A =30°C 4.0 m 4.0 m 4.0 m T1 T2 3.0 m
Transcribed Image Text:The indicated bridge girder is subject to a differential temperature increase equal to 20°C (T1 = 40°C, T2 = 20°C). Using Cross's method, draw your DMF. Suppose: Beams and Columns of 0.5 x 0.5 m. α = 10^-5/°C Average ambient temperature= A =30°C 4.0 m 4.0 m 4.0 m T1 T2 3.0 m
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