Rotation Stiffness Investigation of Spatial Joints with End-Plate Connection

Table 8

Effective length of the equivalent T-stub.

T-stub type	Value
The effective lengths of the equivalent; T-stub of end-plate leff,ep	min{2m + dm; m + e + dm/2; m +  + dm/2; m +  + e}
The effective lengths of the equivalent; T-stub of column flange leff,cf	min{2m + dm; m + e + dm/2; m +  + dm/2; m +  + e}