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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
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
Transcribed Image Text: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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