Steel Connection Design: base_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) |
|---|---|---|---|---|---|---|---|---|---|---|---|
| base_plate | W10_column#PL14x14#0.625#0.0#bearing | 324.5 | bearing | W10_column | 58 | 36 | concrete_bearing | W10 col; 14x14 plate; A=196 in2; fc=3ksi; phi*Pp=325 kips | 0 | PL14x14 | 0.625 |
| base_plate | W10_column#PL16x16#0.75#0.0#bearing | 424.1 | bearing | W10_column | 58 | 36 | concrete_bearing | W10 col; 16x16 plate; A=256 in2; fc=3ksi; phi*Pp=0.65*0.85*3*256=424 kips | 0 | PL16x16 | 0.75 |
| base_plate | W12_column#PL16x16#0.75#0.0#bearing | 424.1 | bearing | W12_column | 58 | 36 | concrete_bearing | W12 col; 16x16 plate; A=256 in2; fc=3ksi; phi*Pp=424 kips | 0 | PL16x16 | 0.75 |
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