The plan shown below represents a floor system, where all columns have cross section dimensions of 24 in. × 24 in. and all beams have a width of 12 in. The beams support a reinforced concrete slab that was cast monolithically with the beams with a thickness of 6 in. It is required toCalculate the minimum depth of Beam AB to avoid excessive deflection according to ACI 318-14Calculate the effective width of the flange required for the flexural design of Beam AB as a T section. Dimensions shown on the plan are measured to the centerlines of the columns and the beams -20 ft-20 ft-30 ftB30 ftх

a) As per Table 9.5 (a) of ACI: 318-11,

Answered: -20 ft- 20 ft- 30 ft B 30 ft х

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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The plan shown below represents a floor system, where all columns have cross section dimensions of 24 in. × 24 in. and all beams have a width of 12 in. The beams support a reinforced concrete slab that was cast monolithically with the beams with a thickness of 6 in. It is required to

Calculate the minimum depth of Beam AB to avoid excessive deflection according to ACI 318-14
Calculate the effective width of the flange required for the flexural design of Beam AB as a T section. Dimensions shown on the plan are measured to the centerlines of the columns and the beams

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