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Compute the nominal moment strength (Mn), strength reduction factor (6) and 6 Mn for the rectangular beam shown below: b-15 in, h=25 in, d1= 19.5 in, dt-21.5 in f=6000 psi fy=60,000 psi, Es=29,000,000 psf Rebar 6 -No. 11 24 in d2=19.5 in 6 No.11 bars 15 in dt=21.5 in ↓ Note: First you need to calculate the effective depth ,d, then identify if the section is under reinforced or over reinforced.

Compute the nominal moment strength (Mn), strength reduction factor (6) and 6 Mn for the rectangular beam shown below: b-15 in, h=25 in, d1= 19.5 in, dt-21.5 in f=6000 psi fy=60,000 psi, Es=29,000,000 psf Rebar 6 -No. 11 24 in d2=19.5 in 6 No.11 bars 15 in dt=21.5 in ↓ Note: First you need to calculate the effective depth ,d, then identify if the section is under reinforced or over reinforced.

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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Compute the nominal moment strength (Mn), strength reduction factor (6) and 6 Mn for the rectangular beam shown below: b-15 in, h=25 in, d1= 19.5 in, dt-21.5 in f=6000 psi fy= 60,000 psi, Es=29,000,000 psf Rebar 6 -No. 11 24 in d2=19.5 in 6 No.11 bars 15 in dt=21.5 in Note: First you need to calculate the effective depth,d, then identify if the section is under reinforced or over reinforced.
Transcribed Image Text:Compute the nominal moment strength (Mn), strength reduction factor (6) and 6 Mn for the rectangular beam shown below: b-15 in, h=25 in, d1= 19.5 in, dt-21.5 in f=6000 psi fy= 60,000 psi, Es=29,000,000 psf Rebar 6 -No. 11 24 in d2=19.5 in 6 No.11 bars 15 in dt=21.5 in Note: First you need to calculate the effective depth,d, then identify if the section is under reinforced or over reinforced.
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