Question 5 of 22 A beam which is composed of concrete and a wide flange steel is subjected to moment M = 1126 kN.m. W ts 2d d ← Econc=4.1 x 104 MPa Est=2.46 x 105 MPa d = 340 mm Ast=24066.667 mm² Ist=1158.409 x 106 mm4 If it is a design requirement that the compressive stresses should only be carried by the concrete, compute the stress at the extreme fiber of steel.

Question 5 of 22 A beam which is composed of concrete and a wide flange steel is subjected to moment M = 1126 kN.m. W ts 2d d ← Econc=4.1 x 104 MPa Est=2.46 x 105 MPa d = 340 mm Ast=24066.667 mm² Ist=1158.409 x 106 mm4 If it is a design requirement that the compressive stresses should only be carried by the concrete, compute the stress at the extreme fiber of steel.

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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