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 simplespan beam to 400 mm and with to 300 mm. The following loads arematerial properties are given: Use 62.5 mm as covering from center ofreinforcing bars.DL = 10.5 kN/mLL = 22 kN/mf = 34.6 MPaf, = 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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Answered: Architectural considerations limit beam…

Engineering

Civil Engineering

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

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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