maximum flexural stress on the beam in MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Situation 11 An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thick plate using 16mm rivets The property of the channel is given below:
Depth, D=225 mm Flange
Width, B=112.5 mm.
Flange Thickness, tf=9mm
Web Thickness, tw9 mm
The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of t 100 MPa on shear, for bearing, o.-200 MPa on single sheer, a-260MPa on double shear.
- Determine the maximum flexural stress on the beam in MPa.
- Determine the maximum shearing stress on the beam in MPa.
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