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Steel Connection Design: clip angle
double angle#L5x3.5#0.375#A325#0.875#6.0#shear to double angle#L6x4#0.5#A490#0.875#3.0#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) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| clip angle | double angle#L5x3.5#0.375#A325#0.875#6.0#shear | 0.875 | A325 | 106.5 | shear | double angle | 58 | 36 | bolt shear | 6 | L5x3.5 | AISC SCM 15th Ed Table 10-1 | 0.375 |
| clip angle | double angle#L5x3.5#0.375#A325#0.875#7.0#shear | 0.875 | A325 | 124.2 | shear | double angle | 58 | 36 | bolt shear | 7 | L5x3.5 | AISC SCM 15th Ed Table 10-1 | 0.375 |
| clip angle | double angle#L6x4#0.5#A325#0.875#2.0#shear | 0.875 | A325 | 35.5 | shear | double angle | 58 | 36 | bolt shear | 2 | L6x4 | AISC SCM 15th Ed Table 10-1 | 0.5 |
| clip angle | double angle#L6x4#0.5#A325#0.875#3.0#shear | 0.875 | A325 | 53.2 | shear | double angle | 58 | 36 | bolt shear | 3 | L6x4 | AISC SCM 15th Ed Table 10-1 | 0.5 |
| clip angle | double angle#L6x4#0.5#A325#0.875#4.0#shear | 0.875 | A325 | 71 | shear | double angle | 58 | 36 | bolt shear | 4 | L6x4 | AISC SCM 15th Ed Table 10-1 | 0.5 |
| clip angle | double angle#L6x4#0.5#A325#0.875#5.0#shear | 0.875 | A325 | 88.7 | shear | double angle | 58 | 36 | bolt shear | 5 | L6x4 | AISC SCM 15th Ed Table 10-1 | 0.5 |
| clip angle | double angle#L6x4#0.5#A325#0.875#6.0#shear | 0.875 | A325 | 106.5 | shear | double angle | 58 | 36 | bolt shear | 6 | L6x4 | AISC SCM 15th Ed Table 10-1 | 0.5 |
| clip angle | double angle#L6x4#0.5#A325#0.875#7.0#shear | 0.875 | A325 | 124.2 | shear | double angle | 58 | 36 | bolt shear | 7 | L6x4 | AISC SCM 15th Ed Table 10-1 | 0.5 |
| clip angle | double angle#L6x4#0.5#A490#0.875#2.0#shear | 0.875 | A490 | 44.2 | shear | double angle | 58 | 36 | bolt shear | 2 | L6x4 | AISC SCM 15th Ed Table 10-1 | 0.5 |
| clip angle | double angle#L6x4#0.5#A490#0.875#3.0#shear | 0.875 | A490 | 66.3 | shear | double angle | 58 | 36 | bolt shear | 3 | L6x4 | AISC SCM 15th Ed Table 10-1 | 0.5 |
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