Q2 a) This is a concrete beam (the interior lines represent reinforcing bars), If P is live load, draw the BMD and theSFD as a result of ULTIMATE LOAD.P= 50 kips20 ft.20 ft.40 ft.Own weight of the beam = 1.0 kip/ft. (Uniform dead load)b) This is a concrete frame (the interior lines represent reinforcing bars), If P is dead load, draw the BMD and theSFD as a result of ULTIMATE LOAD.6.0 ft.P= 1.0 KipOwn weight of the beam = 1.0 kip/ft.(Uniform dead load)

Q2 a) This is a concrete beam (the interior lines represent reinforcing bars), If P is live load, draw the BMD and the SFD as a result of ULTIMATE LOAD. P= 50 kips 20 ft. 20 ft. 40 ft. Own weight of the beam= 1.0 kip/ft. (Uniform dead load)

Q2 a) This is a concrete beam (the interior lines represent reinforcing bars), If P is live load, draw the BMD and the SFD as a result of ULTIMATE LOAD. P= 50 kips 20 ft. 20 ft. 40 ft. Own weight of the beam= 1.0 kip/ft. (Uniform dead load)

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter5: Beams

Section: Chapter Questions

Problem 5.13.1P

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