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Steel Connection Design: clip angle

double angle#L4x4#0.25#A490#0.875#2.0#shear to double angle#L5x3.5#0.375#A325#0.875#5.0#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 angle10 rowsPage 4 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#L4x4#0.25#A490#0.875#2.0#shear0.875A49044.2sheardouble angle5836bolt shear2L4x4AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x4#0.25#A490#0.875#3.0#shear0.875A49066.3sheardouble angle5836bolt shear3L4x4AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x4#0.25#A490#0.875#4.0#shear0.875A49088.5sheardouble angle5836bolt shear4L4x4AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x4#0.25#A490#0.875#5.0#shear0.875A490110.6sheardouble angle5836bolt shear5L4x4AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x4#0.25#A490#0.875#6.0#shear0.875A490132.7sheardouble angle5836bolt shear6L4x4AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x4#0.25#A490#0.875#7.0#shear0.875A490154.8sheardouble angle5836bolt shear7L4x4AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L5x3.5#0.375#A325#0.875#2.0#shear0.875A32535.5sheardouble angle5836bolt shear2L5x3.5AISC SCM 15th Ed Table 10-10.375
clip angledouble angle#L5x3.5#0.375#A325#0.875#3.0#shear0.875A32553.2sheardouble angle5836bolt shear3L5x3.5AISC SCM 15th Ed Table 10-10.375
clip angledouble angle#L5x3.5#0.375#A325#0.875#4.0#shear0.875A32571sheardouble angle5836bolt shear4L5x3.5AISC SCM 15th Ed Table 10-10.375
clip angledouble angle#L5x3.5#0.375#A325#0.875#5.0#shear0.875A32588.7sheardouble angle5836bolt shear5L5x3.5AISC SCM 15th Ed Table 10-10.375

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