Consider the following simply supported beam. It has normal-weight concrete with a compressive strength of 5,000 psi and Grade-60 bars. Each support is 12 in. wide. The section is a hollow box. The beam is to carry a uniformly distributed dead load of 2.5 kips/ft., including its own weight. The live load is a point load of 60 kips, located at mid-span. Total dead load including self- weight = 2.5 kips/ ft. 12 in. 12 ft. PL = 10 kips 12 ft. #3 stirrup 5 in. 17 in. 5 in. 4 in. 20 in. b) Explain why ACI 318 has the following requirement. V₂ ≤ Ø(V. +8√ [Fbd) 12 in. 4 in 24 in. a) For a beam in general, what is the condition under which shear reinforcement is not required?

Consider the following simply supported beam. It has normal-weight concrete with a compressive strength of 5,000 psi and Grade-60 bars. Each support is 12 in. wide. The section is a hollow box. The beam is to carry a uniformly distributed dead load of 2.5 kips/ft., including its own weight. The live load is a point load of 60 kips, located at mid-span. Total dead load including self- weight = 2.5 kips/ ft. 12 in. 12 ft. PL = 10 kips 12 ft. #3 stirrup 5 in. 17 in. 5 in. 4 in. 20 in. b) Explain why ACI 318 has the following requirement. V₂ ≤ Ø(V. +8√ [Fbd) 12 in. 4 in 24 in. a) For a beam in general, what is the condition under which shear reinforcement is not required?

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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