1. Determine the nominal load P that will cause failure of the beam shown below. As part of your solution, include sketches of the distribution of strain, the actual distribution of stress, and the equivalent rectangular stress block distribution of stress when appropriate. Reinforcing bars are 4-#7 bars. Material strengths are f. = 5.5 ksi and f, = 60 ksi. You may ignore the beam self- weight for this problem. %3!

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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1. Determine the nominal load P that will cause failure of the beam shown below. As part of
your solution, include sketches of the distribution of strain, the actual distribution of stress, and
the equivalent rectangular stress block distribution of stress when appropriate. Reinforcing bars
are 4-#7 bars. Material strengths are f. 5.5 ksi and f, = 60 ksi. You may ignore the beam self-
weight for this problem.
%3D
24 in.!
3 in.
21 in.
C
A
16 ft
16 ft
Transcribed Image Text:1. Determine the nominal load P that will cause failure of the beam shown below. As part of your solution, include sketches of the distribution of strain, the actual distribution of stress, and the equivalent rectangular stress block distribution of stress when appropriate. Reinforcing bars are 4-#7 bars. Material strengths are f. 5.5 ksi and f, = 60 ksi. You may ignore the beam self- weight for this problem. %3D 24 in.! 3 in. 21 in. C A 16 ft 16 ft
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