A R.C. frame consists of beams having spans of 6 m c/c. A typical floor inner beam carries a negative bending moment of 450 kNm and a shear of 325 kN at the face of beam column joint due to gravity and earthquake loads. Design the beam section for ductility.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A R.C. frame consists of beams having spans of 6 m c/c. A typical floor inner beam
carries a negative bending moment of 450 kNm and a shear of 325 kN at the face of beam
column joint due to gravity and earthquake loads. 'Design the beam section for ductility.
Transcribed Image Text:A R.C. frame consists of beams having spans of 6 m c/c. A typical floor inner beam carries a negative bending moment of 450 kNm and a shear of 325 kN at the face of beam column joint due to gravity and earthquake loads. 'Design the beam section for ductility.
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