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Determine the effective depth, d of the beam. Refer to the following reinforced concrete beam information. Material properties are: f'c = 5 ksi fy = 60 ksi Moment capacity equations: Analytical method: M₁ = Ø.As. fy.d (1-0.59) [k-in] Approx. method: M₁ = 4A,d [k-ft] 21 in 22 in 23 in 24 in 24" 12" BEAM SECTION #4 STIRRUPS #8 LONG. BARS 2" COVER OVER THE STIRRUPS

Determine the effective depth, d of the beam. Refer to the following reinforced concrete beam information. Material properties are: f'c = 5 ksi fy = 60 ksi Moment capacity equations: Analytical method: M₁ = Ø.As. fy.d (1-0.59) [k-in] Approx. method: M₁ = 4A,d [k-ft] 21 in 22 in 23 in 24 in 24" 12" BEAM SECTION #4 STIRRUPS #8 LONG. BARS 2" COVER OVER THE STIRRUPS

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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Determine the effective depth, d of the beam. Refer to the following reinforced concrete beam information. Material properties are: f'c = 5 ksi fy = 60 ksi Moment capacity equations: Analytical method: Mu Approx. method: M₂ 4A,d 21 in 22 in 23 in 24 in 24" = Ø.As. fy.d (1-0.59; -12" BEAM SECTION As Jy #4 STIRRUPS #8 LONG. BARS 2" COVER OVER THE STIRRUPS [k-in] [k-ft]
Transcribed Image Text:Determine the effective depth, d of the beam. Refer to the following reinforced concrete beam information. Material properties are: f'c = 5 ksi fy = 60 ksi Moment capacity equations: Analytical method: Mu Approx. method: M₂ 4A,d 21 in 22 in 23 in 24 in 24" = Ø.As. fy.d (1-0.59; -12" BEAM SECTION As Jy #4 STIRRUPS #8 LONG. BARS 2" COVER OVER THE STIRRUPS [k-in] [k-ft]
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