At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925 sq.mm. fc'=17.24MPa, fy=413.7MPa. The concentrated live load that it could support at its midspan if it has a dead load including its own weight of 20kN/m with the beam span of 6m is _kN.
At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925 sq.mm. fc'=17.24MPa, fy=413.7MPa. The concentrated live load that it could support at its midspan if it has a dead load including its own weight of 20kN/m with the beam span of 6m is _kN.
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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At-beam has a width of flange equal to 700mm and a thickness of 100mm. It has an effective depth of 450mm and the width of the web section is 350mm. It is reinforced at the bottom with a steel area of 2925 sq.mm. fc'=17.24MPa, fy=413.7MPa. The concentrated live load that it could support at its midspan if it has a dead load including its own weight of 20kN/m with the beam span of 6m is _kN.
A. 132kN
B. 152KN
C. 112kN
D. 92kN
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