225 P,- 8 P,- 10 9- 18 2 (m) 1 (m) 4.50 (m) 1.50 (m)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![225
P,- 8
P,- 10
9- 18
2 (m)
| 1 (m)
4.50 (m)
1.50 (m)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb7b89d80-a87b-4a74-86c3-a91ac35658fa%2F40178d2f-e39c-4288-a459-8e8a259c1d68%2Fn6h0xxo_processed.png&w=3840&q=75)
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.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb7b89d80-a87b-4a74-86c3-a91ac35658fa%2F40178d2f-e39c-4288-a459-8e8a259c1d68%2Fbvh2otn_processed.png&w=3840&q=75)
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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