Analyse the frame below using the moment distribution method. Support A settles by 15 mm and...
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Analyse the frame below using the moment distribution method. Support A settles by 15 mm and differential temperature is acting on the members AC. Consider E= 210 GPa for all members, IAC = IEDF = 5 x 10 mm, laco = 1.5 lac and coefficient of thermal expansion, a = 11.7 x 10-6/°C. 1) Determine fixed end moments. (7) 2) Determine end moments. (4) 3) Draw bending moment diagram. (7) 4 m 4m B 2.5 m 1.5 m C -40°C 24°C A 25 kN/m 2m 77 -200 mm ő 60 kN <= 15 mm 6m G D H F 15 kN/m 2 m 2 m 2m Analyse the frame below using the moment distribution method. Support A settles by 15 mm and differential temperature is acting on the members AC. Consider E= 210 GPa for all members, IAC = IEDF = 5 x 10 mm, laco = 1.5 lac and coefficient of thermal expansion, a = 11.7 x 10-6/°C. 1) Determine fixed end moments. (7) 2) Determine end moments. (4) 3) Draw bending moment diagram. (7) 4 m 4m B 2.5 m 1.5 m C -40°C 24°C A 25 kN/m 2m 77 -200 mm ő 60 kN <= 15 mm 6m G D H F 15 kN/m 2 m 2 m 2m
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To analyze the frame using the moment distribution method we need to follow these steps 1 Determine the fixed end moments 2 Determine the end moments ... View the full answer
Related Book For
Introduction To Materials Management
ISBN: 978-9386873248
8th edition
Authors: Arnold J. R. Tony, Gatewood Ann K., M. Clive Lloyd N. Chapman Stephen
Posted Date:
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