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Steel Connection Design: shear tab
single plate#PL3/8x(varies)#0.375#A325#0.75#3.0#shear to single plate#PL3/8x(varies)#0.375#A325#0.75#9.0#shear
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 | num bolts (dimensionless) | size | standard | thickness in (in) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| shear tab | single plate#PL3/8x(varies)#0.375#A325#0.75#3.0#shear | 0.75 | A325 | 39.2 | shear | single plate | 58 | 36 | bolt shear | 3 | PL3/8x(varies) | AISC SCM 15th Ed Table 10-9 | 0.375 |
| shear tab | single plate#PL3/8x(varies)#0.375#A325#0.75#4.0#shear | 0.75 | A325 | 52.2 | shear | single plate | 58 | 36 | bolt shear | 4 | PL3/8x(varies) | AISC SCM 15th Ed Table 10-9 | 0.375 |
| shear tab | single plate#PL3/8x(varies)#0.375#A325#0.75#5.0#shear | 0.75 | A325 | 65.3 | shear | single plate | 58 | 36 | bolt shear | 5 | PL3/8x(varies) | AISC SCM 15th Ed Table 10-9 | 0.375 |
| shear tab | single plate#PL3/8x(varies)#0.375#A325#0.75#6.0#shear | 0.75 | A325 | 78.4 | shear | single plate | 58 | 36 | bolt shear | 6 | PL3/8x(varies) | AISC SCM 15th Ed Table 10-9 | 0.375 |
| shear tab | single plate#PL3/8x(varies)#0.375#A325#0.75#7.0#shear | 0.75 | A325 | 91.4 | shear | single plate | 58 | 36 | bolt shear | 7 | PL3/8x(varies) | AISC SCM 15th Ed Table 10-9 | 0.375 |
| shear tab | single plate#PL3/8x(varies)#0.375#A325#0.75#8.0#shear | 0.75 | A325 | 104.5 | shear | single plate | 58 | 36 | bolt shear | 8 | PL3/8x(varies) | AISC SCM 15th Ed Table 10-9 | 0.375 |
| shear tab | single plate#PL3/8x(varies)#0.375#A325#0.75#9.0#shear | 0.75 | A325 | 117.5 | shear | single plate | 58 | 36 | bolt shear | 9 | PL3/8x(varies) | AISC SCM 15th Ed Table 10-9 | 0.375 |
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