Steel Connection Design: gusset_plate
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 | capacity kips (kips) | capacity type | component | fu ksi (ksi) | fy ksi (ksi) | governing limit state | notes | num bolts (dimensionless) | size | thickness in (in) |
|---|---|---|---|---|---|---|---|---|---|---|---|
| gusset_plate | plate_only#PL1/2#0.5#0.0#compression_buckling | 74 | compression_buckling | plate_only | 58 | 36 | compression_buckling | Whitmore Lcr=12in; phi*Fcr*A_eff; K=0.65 | 0 | PL1/2 | 0.5 |
| gusset_plate | plate_only#PL1/2#0.5#0.0#tension_yield | 72 | tension_yield | plate_only | 58 | 36 | tension_yielding | Whitmore width=10 in; phi*Fy*tw*Lw=0.9*36*0.5*10=162 kips; buckling capacity listed | 0 | PL1/2 | 0.5 |
| gusset_plate | plate_only#PL3/4#0.75#0.0#compression_buckling | 138 | compression_buckling | plate_only | 58 | 36 | compression_buckling | Whitmore Lcr=12in; phi*Fcr*A_eff; K=0.65 | 0 | PL3/4 | 0.75 |
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