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

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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