Situation 1 | An overhang beam is loaded as shown below. The beam cross-section was built by attaching two (2) channels to a 9mm thíck 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. 1 Determine the location of centroid, y, from top of the beam in mm. 2. Determine the moment of inertia, I, of the section in mmt. 3. Determine the maximum allowable moment, Ma, in kn-m, base on the beam's cross-section.

Residential Construction Academy: House Wiring (MindTap Course List)
5th Edition
ISBN:9781337402415
Author:Gregory W Fletcher
Publisher:Gregory W Fletcher
Chapter4: Test And Measurement Instruments Used In Residential Wiring
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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)
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, 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, a,-200 MPa on single shear, o, -260MPA on double
shear.
1 Determine the location of centroid, y, from top of the beam in mm.
2. Determine the moment of inertia, I, of the section in mm.
3. Determine the maximum allowable moment, Mai, in kn-m, base on the
beam's cross-section.
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, 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, a,-200 MPa on single shear, o, -260MPA on double shear. 1 Determine the location of centroid, y, from top of the beam in mm. 2. Determine the moment of inertia, I, of the section in mm. 3. Determine the maximum allowable moment, Mai, in kn-m, base on the beam's cross-section.
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