A beam 10 m long is simply supported 1 meter from each end. It is made of two C380x50 channels riveted back to back and used with the webs vertical. Determine the total uniformly distributed load that can be carried along its entire length without exceeding a flexural stress of 120 MPa. Properties of c380x50 channel (vertical web): Area: 6430 mm2 Depth: 381 mm Width: 86 mm Thickness: 16.5 mm Web Thickness: 10.2 mm Ix = 131 x 106 mm4 Iy = 3.39 x 106 mm4
A beam 10 m long is simply supported 1 meter from each end. It is made of two C380x50 channels riveted back to back and used with the webs vertical. Determine the total uniformly distributed load that can be carried along its entire length without exceeding a flexural stress of 120 MPa. Properties of c380x50 channel (vertical web): Area: 6430 mm2 Depth: 381 mm Width: 86 mm Thickness: 16.5 mm Web Thickness: 10.2 mm Ix = 131 x 106 mm4 Iy = 3.39 x 106 mm4
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A beam 10 m long is simply supported 1 meter from each end. It is made of two
C380x50 channels riveted back to back and used with the webs vertical. Determine the
total uniformly distributed load that can be carried along its entire length without
exceeding a flexural stress of 120 MPa.
Properties of c380x50 channel (vertical web):
Area: 6430 mm2
Depth: 381 mm
Width: 86 mm
Thickness: 16.5 mm
Web Thickness: 10.2 mm
Ix = 131 x 106 mm4
Iy = 3.39 x 106 mm4
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