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Steel Connection Design: clip angle

double angle#L3.5x3.5#0.375#A325#0.75#6.0#shear to double angle#L4x4#0.25#A325#0.75#3.0#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 2 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#L3.5x3.5#0.375#A325#0.75#6.0#shear0.75A32578.4sheardouble angle5836bolt shear6L3.5x3.5AISC SCM 15th Ed Table 10-10.375
clip angledouble angle#L3.5x3.5#0.375#A325#0.75#7.0#shear0.75A32591.4sheardouble angle5836bolt shear7L3.5x3.5AISC SCM 15th Ed Table 10-10.375
clip angledouble angle#L4x3.5#0.25#A325#0.75#2.0#shear0.75A32526.1sheardouble angle5836bolt shear2L4x3.5AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x3.5#0.25#A325#0.75#3.0#shear0.75A32539.2sheardouble angle5836bolt shear3L4x3.5AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x3.5#0.25#A325#0.75#4.0#shear0.75A32552.2sheardouble angle5836bolt shear4L4x3.5AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x3.5#0.25#A325#0.75#5.0#shear0.75A32565.3sheardouble angle5836bolt shear5L4x3.5AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x3.5#0.25#A325#0.75#6.0#shear0.75A32578.4sheardouble angle5836bolt shear6L4x3.5AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x3.5#0.25#A325#0.75#7.0#shear0.75A32591.4sheardouble angle5836bolt shear7L4x3.5AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x4#0.25#A325#0.75#2.0#shear0.75A32526.1sheardouble angle5836bolt shear2L4x4AISC SCM 15th Ed Table 10-10.25
clip angledouble angle#L4x4#0.25#A325#0.75#3.0#shear0.75A32539.2sheardouble angle5836bolt shear3L4x4AISC SCM 15th Ed Table 10-10.25

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