Steel Connection Design: shear_tab
AISC steel connection design data — clip angle (double angle), shear tab (single plate), base plate, and gusset plate connection capacities per AISC 360-16 LRFD
| connection type | component size bolts | bolt diameter in (in) | bolt type | capacity kips (kips) | capacity type | component | fu ksi (ksi) | fy ksi (ksi) | governing limit state | notes | num bolts (dimensionless) | size | thickness in (in) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| shear_tab | single_plate#PL1/2x(varies)#0.5#A325#0.875#2.0#shear | 0.875 | A325 | 35.5 | shear | single_plate | 58 | 36 | bolt_shear | 2-bolt 7/8 A325-N shear tab 1/2 thick | 2 | PL1/2x(varies) | 0.5 |
| shear_tab | single_plate#PL1/2x(varies)#0.5#A325#0.875#3.0#shear | 0.875 | A325 | 53.2 | shear | single_plate | 58 | 36 | bolt_shear | 3-bolt 7/8 A325-N shear tab 1/2 thick | 3 | PL1/2x(varies) | 0.5 |
| shear_tab | single_plate#PL1/2x(varies)#0.5#A325#0.875#4.0#shear | 0.875 | A325 | 71 | shear | single_plate | 58 | 36 | bolt_shear | 4-bolt 7/8 A325-N shear tab 1/2 thick | 4 | PL1/2x(varies) | 0.5 |
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