Column base plate with grout hole option.

Use U.S. base plate (1047).

Column base plate with shear key option.

Use U.S. base plate (1047).

Column base plate with stiffener option.

Use U.S. base plate (1047).

Offset column base plate (shear key and grout hole optional).

Use U.S. base plate (1047).

Column base plate bolt elimination and interior corner chamfer option.

Use U.S. base plate (1047).

Column base plate located from face of flange.

Use Base plate (1042).

Circular column base plate with stiffener option.

Use Circular base plates (1052).

Horizontal base plate to sloped post.

Use Base plate (1053).

Stiffener plate detail to column.

Use Stiffeners (1003).

Stiffener plate detail to beam.

Use Stiffeners (1003).

Partial depth stiffener plate detail to beam.

Use Stiffeners (1041).

Partial depth stiffener plate detail to column.

Use Stiffeners (1041).

Parallel stiffener plates.

Use Horizontal stiffener (1017).

Flange stiffener plates.

Use Stiffeners (1030).

Stiffened notch.

Use Stiffened notch (1006).

Stiffened notch. Notch cut bevel to part.

Use Stiffened notch (1006).

Manlock holes in column.

Use Manlock column (1032).

Manlock holes in beam.

Use Manlock beam (1033).

Lifting lug to beam.

Use Lifting/alignment pieces (1031).

Lifting lug to beam chamfered plate.

Use Lifting/alignment pieces (1031).

Plate seat with stiffeners.

Use Stub plate (1013).

Angle seat with stiffener.

Use Angle profile box (1040).

Angle seat with stiffener. Bolt to main part and through seat options.

Use U.S. seat detail (1048).

Angle seat with stiffener. Bolt to main part placed at a given distance apart.

Use U.S. seat detail (1048).

WT seat detail.

Use U.S. seat detail 2 (1049).

Rotated angle seat. Stiffener plate option available.

Use U.S. seat detail 2 (1049).

Bearing plate at end of beam.

Use U.S. bearing plate (1044).

Cap plate.

Use End plate detail (1002).

Spacer plate between twin profiles. Welded or bolted.

Use Twin profile connection plate (1046).