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Design Parameters

Load cases (axial + compression, major-axis moment, shear)

NameAxial (kN)Moment (kNm)Shear (kN)

D2.5c shear V = Mpc/(αsH) is added as a load case; enter the overstrength seismic combinations (D2.5b) in the load table.

Upper (smaller) column

Lower column

AISC Shapes Database v16.0. ASTM A992 (W), A572 Gr 50, A36 (AISC Manual Table 2-4); bolts ASTM F3125 Grades A325 / A490.

Elevation (web face)

Flange face

3D View

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