BOLTED-RIVETED TENSION CONNECTIONS 7. A plate with a width of 400 mm and thickness of 12 mm is to be connected to a plate of the same width and thickness by 34-mm diameter bolts as shown. The holes are 2mm larger than the bolt diameter. The plate is A36 steel with Fy = 248 MPa and Fu = 400 MPa. It is required to determine the value of b so that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. 60 mm 100 mm 100 mm 100 mm 150 mm t12 mm t- 12 mm 1. Determine the value of b. 2. What is the net area for tension. 3. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
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Problem 7.11.10P
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BOLTED-RIVETED TENSION CONNECTIONS
7. A plate with a width of 400 mm and thickness
of 12 mm is to be connected to a plate of the
same width and thickness by 34-mm diameter
bolts as shown. The holes are 2mm larger
than the bolt diameter. The plate is A36 steel
with Fy = 248 MPa and Fu = 400 MPa. It is
required to determine the value of b so that
the net width along bolts 1-2-3-4 is equal to
the net width along bolts 1-2-4.
60 mm
100 mm
100 mm
100 mm
150 mm
= 12 mm
t- 12 mm
1. Determine the value of b.
2. What is the net area for tension.
3. Calculate the value of P so that the allowable tensile stress
on net area will not be exceeded.
Transcribed Image Text:BOLTED-RIVETED TENSION CONNECTIONS 7. A plate with a width of 400 mm and thickness of 12 mm is to be connected to a plate of the same width and thickness by 34-mm diameter bolts as shown. The holes are 2mm larger than the bolt diameter. The plate is A36 steel with Fy = 248 MPa and Fu = 400 MPa. It is required to determine the value of b so that the net width along bolts 1-2-3-4 is equal to the net width along bolts 1-2-4. 60 mm 100 mm 100 mm 100 mm 150 mm = 12 mm t- 12 mm 1. Determine the value of b. 2. What is the net area for tension. 3. Calculate the value of P so that the allowable tensile stress on net area will not be exceeded.
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