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maximum shearing stress on the beam

maximum shearing stress on the beam

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Determine the maximum shearing stress on the beam in MPa.

225 P,- 8 P,- 10 9- 18 2 (m) | 1 (m) 4.50 (m) 1.50 (m)
Transcribed Image Text:225 P,- 8 P,- 10 9- 18 2 (m) | 1 (m) 4.50 (m) 1.50 (m)
Situation 1| An overhang beam is loaded as shown below. The beam cross-section was butlt 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 Thickness, t= 9mm Flange Width, B, -112.5 mm 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, a, =260MPa on double shear.
Transcribed Image Text:Situation 1| An overhang beam is loaded as shown below. The beam cross-section was butlt 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 Thickness, t= 9mm Flange Width, B, -112.5 mm 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, a, =260MPa on double shear.
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