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Problem 1: For the beam and loading shown, calculate the rotation at ends a and b, defining clockwise rotation as positive. E = 29,000 ksi. I = 612 in.4 a b W18x40 A36 steel beam 1800 k-in. 30 ft

Problem 1: For the beam and loading shown, calculate the rotation at ends a and b, defining clockwise rotation as positive. E = 29,000 ksi. I = 612 in.4 a b W18x40 A36 steel beam 1800 k-in. 30 ft

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
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Problem 10P
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Problem 1: For the beam and loading shown, calculate the rotation at ends a and b, defining clockwise rotation as positive. E = 29,000 ksi. I = 612 in.4 a b W18x40 A36 steel beam 1800 k-in. 30 ft
Transcribed Image Text:Problem 1: For the beam and loading shown, calculate the rotation at ends a and b, defining clockwise rotation as positive. E = 29,000 ksi. I = 612 in.4 a b W18x40 A36 steel beam 1800 k-in. 30 ft
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