3) Calculate the nominal moment strength and the design ultimate moment of the precast T-beam shown in Figure if the beam span is 30 ft. Given: f4000 psi, normal-weight concrete f,= 60,000 psi Reinforcement area at the tension side: 3F 40 in. 2 in 4 No. 9 bars ... 10 in. 2.5 in. 20 in.
3) Calculate the nominal moment strength and the design ultimate moment of the precast T-beam shown in Figure if the beam span is 30 ft. Given: f4000 psi, normal-weight concrete f,= 60,000 psi Reinforcement area at the tension side: 3F 40 in. 2 in 4 No. 9 bars ... 10 in. 2.5 in. 20 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![3) Calculate the nominal moment strength and the design ultimate moment of the precast T-beam shown in
Figure if the beam span is 30 ft. Given:
f=4000 psi, normal-weight concrete
fy=60,000 psi
Reinforcement area at the tension side:
2 in.
40 in.
4 No. 9 bars
10 in.
2.5 in.
20 in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9b698012-c491-4ead-9e90-31e2d09ba73e%2F8df48f58-d4d4-42e3-b924-9aa215968a17%2F7ixz7an_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3) Calculate the nominal moment strength and the design ultimate moment of the precast T-beam shown in
Figure if the beam span is 30 ft. Given:
f=4000 psi, normal-weight concrete
fy=60,000 psi
Reinforcement area at the tension side:
2 in.
40 in.
4 No. 9 bars
10 in.
2.5 in.
20 in.
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