Moment Column Base Design

Design Parameters

Project Name

Designer

Description

Load cases (axial + compression / - tension; moment about the column major axis)

Name	Axial (kN)	Shear (kN)	Moment (kNm)

Ultimate limit state design values.

Section family

Steel grade

Section

Depth d (mm)

Flange width b_f (mm)

Flange thickness t_f (mm)

Web thickness t_w (mm)

Root radius r (mm) Root radius for the column perimeter / area and the web weld length; not in the catalogue.

The moment acts about the column major axis (depth along the plate length hp). ArcelorMittal Orange Book.

Plate length h_p (mm)

Plate width b_p (mm)

Plate thickness t_p (mm)

Plate grade

Column-to-plate welds

Fillet weld leg (mm)

Electrode

Holding-down bolt grade

Diameter

Anchors per line (2 lines)

Spacing along a line p (mm)

Plate end to anchor line k (mm)

Embedded length L (mm, 0 = not checked)

Anchorage

Anchor plate side (mm, 0 = 5d)

Anchors resisting shear

Friction (0.3 × axial compression)

Concrete f_cu (N/mm², cube)

Grout / bedding strength (MPa, 0 = not limiting)

Grout / bedding thickness (mm)

Foundation length (mm, 0 = large)

Foundation width (mm, 0 = large)

Foundation depth (mm)

Tension reinforcement ratio ρ (punching, 0 = minimum)

EN 10025-2 (JR/J2).

Elevation

Plan

3D View

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Design Parameters

Load cases (axial + compression / - tension; moment about the column major axis)

Elevation

Plan

3D View