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, t, - 9mm Web Thickness, t, -9 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 shear, o,-260MPa on double shear.
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, t, - 9mm Web Thickness, t, -9 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 shear, o,-260MPa on double shear.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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9 Determine the shearing stress, In MPa, on the fiber 30mm above NA at distance 1m from A
10 Determine the spacing, in mm, of rivets on the steel plate
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