1. From the floor system shown, determine the moment capacity of the beam along column A / row 1-2, treated as an inverted L-beam. The to be reinforced with 4-36mm bars in bottom of the beam section. Consider a single row of rebars and beam is tension at the 10-mm stirrups are to be used. Apply the standard for concrete cover of an exterior beam. fc' - 24 MPa, fy - 414 MPa.

1. From the floor system shown, determine the moment capacity of the beam along column A / row 1-2, treated as an inverted L-beam. The to be reinforced with 4-36mm bars in bottom of the beam section. Consider a single row of rebars and beam is tension at the 10-mm stirrups are to be used. Apply the standard for concrete cover of an exterior beam. fc' - 24 MPa, fy - 414 MPa.

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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