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c) This is a concrete cantilever (the interior lines represent reinforcing bars). Draw the BMD and the SFD as a result of ULTIMATE LOAD. shown 12 ft. Own weight of the beam= 1.0 kip/ft. (Uniform dead load) Uniform Live Load =2.0 kips/ft. (Over the full span)

c) This is a concrete cantilever (the interior lines represent reinforcing bars). Draw the BMD and the SFD as a result of ULTIMATE LOAD. shown 12 ft. Own weight of the beam= 1.0 kip/ft. (Uniform dead load) Uniform Live Load =2.0 kips/ft. (Over the full span)

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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Please solve question c 

c) This is a concrete cantilever (the interior lines represent reinforcing bars). Draw the BMD and the SFD as a result of ULTIMATE LOAD. shown 12 ft. Own weight of the beam = 1.0 kip/ft. (Uniform dead load) Uniform Live Load=2.0 kips/ft. (Over the full span) d) Make a sketch of a structural scenario that might have resulted in the load configuration shown in a) and c) (your best guess is fine, there is more than one right answer)..
Transcribed Image Text:c) This is a concrete cantilever (the interior lines represent reinforcing bars). Draw the BMD and the SFD as a result of ULTIMATE LOAD. shown 12 ft. Own weight of the beam = 1.0 kip/ft. (Uniform dead load) Uniform Live Load=2.0 kips/ft. (Over the full span) d) Make a sketch of a structural scenario that might have resulted in the load configuration shown in a) and c) (your best guess is fine, there is more than one right answer)..
Expert Solution
Step 1: Given that;

Given that;

Own weight of the beam = 1.0 kip/ft. (Uniform dead load)

Uniform Live Load = 2.0 kips/ft. (Over the full span)

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