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
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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