In a plate girder subjected to a bending moment of 200 kN-m, the width and thickness of flange are 200 mm and 10 mm respectively. What is the economical depth of the girder by assuming the moment is resisted by the flange only? (Take fy = 250 MPa)

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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In a plate girder subjected to a bending
moment of 200 kN-m, the width and
thickness of flange are 200 mm and 10
mm respectively. What is the economical
depth of the girder by assuming the
moment is resisted by the flange only?
(Take f = 250 MPa)
Transcribed Image Text:In a plate girder subjected to a bending moment of 200 kN-m, the width and thickness of flange are 200 mm and 10 mm respectively. What is the economical depth of the girder by assuming the moment is resisted by the flange only? (Take f = 250 MPa)
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