Using the analytical equation, calculate the moment capacity of the beam if it had 3- #8 bars. Refer to the following reinforced concrete beam information. Material properties are: fc = 5 ksi fy = 60 ksi Moment capacity equations: Analytical method: M₁ = Ø. As. fy.d (1-0.59 A) [k-in] Approx. method: Mu 4A,d [k-ft] 24 198 k-ft 209 k-ft 216 k-ft 224k-ft [H 12" BEAM SECTION #4 STIRRUPS #8 LONG. BARS 2" COVER OVER THE STIRRUPS
Using the analytical equation, calculate the moment capacity of the beam if it had 3- #8 bars. Refer to the following reinforced concrete beam information. Material properties are: fc = 5 ksi fy = 60 ksi Moment capacity equations: Analytical method: M₁ = Ø. As. fy.d (1-0.59 A) [k-in] Approx. method: Mu 4A,d [k-ft] 24 198 k-ft 209 k-ft 216 k-ft 224k-ft [H 12" BEAM SECTION #4 STIRRUPS #8 LONG. BARS 2" COVER OVER THE STIRRUPS
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Using the analytical equation, calculate the moment capacity of the beam if it had 3-
#8 bars.
Refer to the following reinforced concrete beam information.
Material properties are:
fc = 5 ksi
fy = 60 ksi
Moment capacity equations:
Analytical method: M₁ = Ø. As. fy.d (1-0.59 A) [k-in]
Approx. method: Mu
4A,d
[k-ft]
24
198 k-ft
209 k-ft
216 k-ft
224k-ft
[H
12"
BEAM SECTION
#4 STIRRUPS
#8 LONG.
BARS
2" COVER OVER
THE STIRRUPS](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6702fdee-39c1-42c0-96c0-38e3314f486d%2F4c704e07-aebe-419d-899e-e14eae88d34b%2Ft3jtsqq_processed.png&w=3840&q=75)
Transcribed Image Text:Using the analytical equation, calculate the moment capacity of the beam if it had 3-
#8 bars.
Refer to the following reinforced concrete beam information.
Material properties are:
fc = 5 ksi
fy = 60 ksi
Moment capacity equations:
Analytical method: M₁ = Ø. As. fy.d (1-0.59 A) [k-in]
Approx. method: Mu
4A,d
[k-ft]
24
198 k-ft
209 k-ft
216 k-ft
224k-ft
[H
12"
BEAM SECTION
#4 STIRRUPS
#8 LONG.
BARS
2" COVER OVER
THE STIRRUPS
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