Problem- What should be the depth of web required as per serviceability criterion if no transverse stiffners are provided and the web is connected to flanges along both longitudinal edges. Take depth of web to be 1900 mm and yield stress of steel to be 250 MPa.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem- What should be the depth of web required as per
serviceability criterion if no transverse stiffners are provided
and the web is connected to flanges along both longitudinal
edges. Take depth of web to be 1900 mm and yield stress of steel
to be 250 MPa.
Transcribed Image Text:Problem- What should be the depth of web required as per serviceability criterion if no transverse stiffners are provided and the web is connected to flanges along both longitudinal edges. Take depth of web to be 1900 mm and yield stress of steel to be 250 MPa.
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