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Steel Connection Design: clip angle

double angle#L6x4#0.5#A490#0.875#4.0#shear to double angle#L6x4#0.5#A490#0.875#7.0#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

Civil Engineeringconnection type: clip angle4 rowsPage 6 of 6
connection typecomponent size boltsbolt diameter in (in)bolt typecapacity kips (kips)capacity typecomponentfu ksi (ksi)fy ksi (ksi)governing limit statenum bolts (dimensionless)sizestandardthickness in (in)
clip angledouble angle#L6x4#0.5#A490#0.875#4.0#shear0.875A49088.5sheardouble angle5836bolt shear4L6x4AISC SCM 15th Ed Table 10-10.5
clip angledouble angle#L6x4#0.5#A490#0.875#5.0#shear0.875A490110.6sheardouble angle5836bolt shear5L6x4AISC SCM 15th Ed Table 10-10.5
clip angledouble angle#L6x4#0.5#A490#0.875#6.0#shear0.875A490132.7sheardouble angle5836bolt shear6L6x4AISC SCM 15th Ed Table 10-10.5
clip angledouble angle#L6x4#0.5#A490#0.875#7.0#shear0.875A490154.8sheardouble angle5836bolt shear7L6x4AISC SCM 15th Ed Table 10-10.5

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