Compute the required area of steel reinforcement for the interior beam shown in Fig.3.35 The beam has a clear span of 6m (face to face) and it is designed to carry an ultimate factored moment of 720 KN.m. Using fe= 20 MPa and fy=400 MPa.

Compute the required area of steel reinforcement for the interior beam shown in Fig.3.35 The beam has a clear span of 6m (face to face) and it is designed to carry an ultimate factored moment of 720 KN.m. Using fe= 20 MPa and fy=400 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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1.14
Compute the required area of steel reinforcement for the interior beam shown in
Fig.3.35 The beam has a clear span of 6m (face to face) and it is designed to carry an
ultimate factored moment of 720 KN.m. Using f= 20 MPa and fy = 400 MPa.
1000
d=510
e
300
OOT
1000
As
00
300
1000

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