5.) A reinforced concrete beam has a width of 300mm and an effective depth of 410mm. fc= 27.1 MPa, fy =414.7 MPa. a. Compute the actual tensile stress in the reinforcing bars if he beam is reinforced for tension with a steel area of 3690 sq. mm b. compute the actual strain in the tension bars based from your answer in (a), b. Compute the actual compressive force acting on the section. c. Compute the factored moment capacity of the beam. d. compute the depth of compression block for a balance condition and the. e. balanced steel area.

5.) A reinforced concrete beam has a width of 300mm and an effective depth of 410mm. fc= 27.1 MPa, fy =414.7 MPa. a. Compute the actual tensile stress in the reinforcing bars if he beam is reinforced for tension with a steel area of 3690 sq. mm b. compute the actual strain in the tension bars based from your answer in (a), b. Compute the actual compressive force acting on the section. c. Compute the factored moment capacity of the beam. d. compute the depth of compression block for a balance condition and the. e. balanced steel area.

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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Question

answer only d and e

5.) A reinforced concrete beam has a width of 300mm and an effective depth of 410mm. fc=
27.1 MPa, fy =414.7 MPa.
a. Compute the actual tensile stress in the reinforcing bars if he beam is reinforced for tension
with a steel area of 3690 sq. mm
b. compute the actual strain in the tension bars based from your answer in (a),
b. Compute the actual compressive force acting on the section.
c. Compute the factored moment capacity of the beam.
d. compute the depth of compression block for a balance condition and the.
e. balanced steel area.

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