Problem 2 -1 The single 200 mm x 10 mm steel plate is connected to a 12-mm thick steel plate by four 16 mm diameter rivets as shown in Figure 2 - 8. The rivets used are A502, Grade 2, hot driven rivets. The Steel is ASTM A36 with F,- 248 MPa and F,- 400 MPa. Determine the value of P in all possible modes of failure and the safe value of P that the connection can resist. 200 mm 50 mm 100 mm 50 mm 35 mm 4 - 16mm Ø 100 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 2 - 1
The single 200 mm x 10 mm steel plate is connected to a 12-mm thick steel plate by
four 16 mm diameter rivets as shown in Figure 2 - 8. The rivets used are A502,
Grade 2, hot driven rivets. The Steel is ASTM A36 with Fy - 248 MPa and F,- 400
MPa. Determine the value of P in all possible modes of failure and the safe value
of P that the connection can resist.
200 mm
50 mm
100 mm
50 mm
35 mm
4 - 16mm e
100 mm
Transcribed Image Text:Problem 2 - 1 The single 200 mm x 10 mm steel plate is connected to a 12-mm thick steel plate by four 16 mm diameter rivets as shown in Figure 2 - 8. The rivets used are A502, Grade 2, hot driven rivets. The Steel is ASTM A36 with Fy - 248 MPa and F,- 400 MPa. Determine the value of P in all possible modes of failure and the safe value of P that the connection can resist. 200 mm 50 mm 100 mm 50 mm 35 mm 4 - 16mm e 100 mm
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