Question

Connection with one side bolted, and one side welded. A36 Steel (F\(_y\) = 36ksi, F\(_u\) = 58ksi) 3. Given: Plate Info: Bolt Info: A490-N bolts in standard hole and single shear Weld Info: E70 Electrodes Find: a. For the bolted connection (plate \"A\") determine the capacity due to: 1. Yielding of the gross section. 2. Rupture of the effective section. 3. Bolt shear failure. 4. Controlling bolted connection capacity based on the 3 checks performed above, P\(_u\). b. For the welded connection (plate \"B\") determine: 1. Weld capacity 2" 2-1/2" 2-1/2" 2" 8" Pu 2" 2" 1"\(\frac{1}{4}\) 3" PLATE \"A\" 1" \(\phi\) bolts 2" PLATE \"B\" 1"\(\frac{1}{4}\) Yield capacity (plate \"A\"), \(\phi P_n\): Rupture Capacity (plate \"A\"), \(\phi P_n\): Bolt shear capacity (plate \"A\"), \(\phi R_n\): Controlling bolted connection capacity (plate \"A\"), P\(_u\): Weld capacity (plate \"B\): Pu

          Connection with one side bolted, and one side welded.
A36 Steel (F\(_y\) = 36ksi, F\(_u\) = 58ksi)
3.
Given:
Plate Info:
Bolt Info:
A490-N bolts in standard hole and single shear
Weld Info:
E70 Electrodes
Find:
a. For the bolted connection (plate \"A\") determine the capacity due to:
1. Yielding of the gross section.
2. Rupture of the effective section.
3. Bolt shear failure.
4. Controlling bolted connection capacity based on the 3 checks performed
above, P\(_u\).
b. For the welded connection (plate \"B\") determine:
1. Weld capacity
2" 2-1/2" 2-1/2" 2"
8"
Pu
2" 2"
1"\(\frac{1}{4}\)
3" PLATE \"A\"
1" \(\phi\) bolts
2" PLATE \"B\"
1"\(\frac{1}{4}\)
Yield capacity (plate \"A\"), \(\phi P_n\):
Rupture Capacity (plate \"A\"), \(\phi P_n\):
Bolt shear capacity (plate \"A\"), \(\phi R_n\):
Controlling bolted connection capacity (plate \"A\"), P\(_u\):
Weld capacity (plate \"B\):
Pu

Connection with one side bolted, and one side welded.
A36 Steel (Fy = 36ksi, Fu = 58ksi)
3.
Given:
Plate Info:
Bolt Info:
A490-N bolts in standard hole and single shear
Weld Info:
E70 Electrodes
Find:
a. For the bolted connection (plate Ä)̈ determine the capacity due to:
1. Yielding of the gross section.
2. Rupture of the effective section.
3. Bolt shear failure.
4. Controlling bolted connection capacity based on the 3 checks performed
above, Pu.
b. For the welded connection (plate B̈)̈ determine:
1. Weld capacity
2" 2-1/2" 2-1/2" 2"
8"
Pu
2" 2"
1"(1)/(4)
3" PLATE Ä1̈" ϕ bolts
2" PLATE B̈1̈"(1)/(4)
Yield capacity (plate Ä)̈, ϕ Pn:
Rupture Capacity (plate Ä)̈, ϕ Pn:
Bolt shear capacity (plate Ä)̈, ϕ Rn:
Controlling bolted connection capacity (plate Ä)̈, Pu:
Weld capacity (plate B̈:
Pu

Added by Charlotte R.

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