Steel Connection Design: clip_angle
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) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| clip_angle | double_angle#L3.5x3.5#0.25#A325#0.75#2.0#shear | 0.75 | A325 | 26.1 | shear | double_angle | 58 | 36 | bolt_shear_bearing | 2-bolt 3/4 A325-N double angle; phi*Rn=2*13.05; bolt governs over angle shear rupture | 2 | L3.5x3.5 | 0.25 |
| clip_angle | double_angle#L3.5x3.5#0.25#A325#0.75#3.0#shear | 0.75 | A325 | 39.2 | shear | double_angle | 58 | 36 | bolt_shear_bearing | 3-bolt 3/4 A325-N double angle | 3 | L3.5x3.5 | 0.25 |
| clip_angle | double_angle#L3.5x3.5#0.25#A325#0.75#4.0#shear | 0.75 | A325 | 52.2 | shear | double_angle | 58 | 36 | bolt_shear_bearing | 4-bolt 3/4 A325-N double angle | 4 | L3.5x3.5 | 0.25 |
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