20. A CIS33.9 of A36 channel to serve as a roof edge beam with a simple span of 25 ft. The nominal loads are a uniform dead load of 0.23 kip/ft and a uniform live load of 0.69 kip/t. The beam is continuously braced. If =315 in, what is the live load deflection at the center of the beam? A) 0.534 in B) 0.766 in C) 0.664 in D) 0.693 in

20. A CIS33.9 of A36 channel to serve as a roof edge beam with a simple span of 25 ft. The nominal loads are a uniform dead load of 0.23 kip/ft and a uniform live load of 0.69 kip/t. The beam is continuously braced. If =315 in, what is the live load deflection at the center of the beam? A) 0.534 in B) 0.766 in C) 0.664 in D) 0.693 in

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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