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Architectural considerations limit beam to 400 mm and with to 300 rial properties are given: Use 62. prcing bars.

Architectural considerations limit beam to 400 mm and with to 300 rial properties are given: Use 62. prcing bars.

Structural Analysis
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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Solve each of the following problems indicated below. Present your complete-detail solution including the free- body diagrams. Box your only final answer, otherwise.
Problem 1. Architectural considerations limit the height of a 6 m. long simple span beam to 400 mm and with to 300 mm. The following loads are material properties are given: Use 62.5 mm as covering from center of reinforcing bars. DL = 10.5 kN/m LL = 22 kN/m f = 34.6 MPa f, = 414.7 MPa (1)Determine the factored moment carried by the beam. (2) Determine the approximate flexural resistance factor or coefficient. Assume 0=0.90 (3)Determine the number of 32 mm e bars needed for the beam.
Transcribed Image Text:Problem 1. Architectural considerations limit the height of a 6 m. long simple span beam to 400 mm and with to 300 mm. The following loads are material properties are given: Use 62.5 mm as covering from center of reinforcing bars. DL = 10.5 kN/m LL = 22 kN/m f = 34.6 MPa f, = 414.7 MPa (1)Determine the factored moment carried by the beam. (2) Determine the approximate flexural resistance factor or coefficient. Assume 0=0.90 (3)Determine the number of 32 mm e bars needed for the beam.
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