Calculate the maximum uniform live load that the beam can carry for a simple span of 5.64 meters. Use WSD.

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 10.7.8P
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A triangular beam
having a base width of
310 mm has a total
depth of 838 mm. It is
reinforced with 3-16mm
bars placed at 70mm
(steel cover) above the
bottom of the beam.
f'c-22.96 MPa, fy=275
MPa. Use fc (allow) =
=
0.45f'c and fs(allow) =
0.5fy. Use unit weight of
concrete = 24 kN/m³.
Transcribed Image Text:A triangular beam having a base width of 310 mm has a total depth of 838 mm. It is reinforced with 3-16mm bars placed at 70mm (steel cover) above the bottom of the beam. f'c-22.96 MPa, fy=275 MPa. Use fc (allow) = = 0.45f'c and fs(allow) = 0.5fy. Use unit weight of concrete = 24 kN/m³.
Calculate the maximum
uniform live load that
the beam can carry for a
simple span of 5.64
meters. Use WSD.
Transcribed Image Text:Calculate the maximum uniform live load that the beam can carry for a simple span of 5.64 meters. Use WSD.
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