3. 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.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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3. 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 mm?
Depth: 381 mm
Width: 86 mm
Thickness: 16.5 mm
Web Thickness: 10.2 mm
Ix = 131 x 10° mm
UNIVERSITY OF NUEVA CACERES
COLLEGE OF ENGINEERING AND ARCHITECTURE
ly = 3.39 x 10° mm
Answer: Mmax = 22.0 KN/m
тах
Transcribed Image Text:3. 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 mm? Depth: 381 mm Width: 86 mm Thickness: 16.5 mm Web Thickness: 10.2 mm Ix = 131 x 10° mm UNIVERSITY OF NUEVA CACERES COLLEGE OF ENGINEERING AND ARCHITECTURE ly = 3.39 x 10° mm Answer: Mmax = 22.0 KN/m тах
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