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4. Determine the location of the maximum moment on the beam in meters. 5. Determine the maximum moment, in kN-m, on the beam 6 Determine the maximum flexural stress on the beam in MPa.

4. Determine the location of the maximum moment on the beam in meters. 5. Determine the maximum moment, in kN-m, on the beam 6 Determine the maximum flexural stress on the beam in MPa.

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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4. Determine the location of the maximum moment on the beam in meters.

5. Determine the maximum moment, in kN-m, on the beam

6 Determine the maximum flexural stress on the beam in MPa.

Situation 1| 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 Thickness, t; = 9mm Flange Width, B, -112.5 mm Web Thickness, tw -9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of r= 100 MPa on shear, for bearing, o,-200 MPa on single shear, o, -260MP on double shear.
Transcribed Image Text:Situation 1| 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 Thickness, t; = 9mm Flange Width, B, -112.5 mm Web Thickness, tw -9 mm The allowable flexural stress on the beam is 180 MPa. Rivets has a capacity of r= 100 MPa on shear, for bearing, o,-200 MPa on single shear, o, -260MP on double shear.
225 P- 8 P- 10 9 18 2 (m) A50 n0 150 im)
Transcribed Image Text:225 P- 8 P- 10 9 18 2 (m) A50 n0 150 im)
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