Pinned Column Base Design

Design Parameters

Project Name

Designer

Description

Load cases (axial + compression / - tension)

Name	Axial (kN)	Shear (kN)

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 (UKB / UKC to BS 4-1, IPE / HE to Euronorm 19-57 / 53-62, angles to BS EN 10056-1).

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 class

Diameter

Anchors per line (2 lines)

Spacing along a line p (mm)

Plate end to anchor line e_x (mm)

Embedded length L (mm, 0 = not checked)

Anchorage

Anchor plate side (mm, 0 = P398 Table 5.1)

Anchors resisting shear

Friction (C_f,d = 0.2)

Concrete f_ck (MPa, cylinder)

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

Grout / bedding thickness (mm)

Foundation length (mm, 0 = large)

Foundation width (mm, 0 = large)

Foundation depth d_f (mm)

Tension reinforcement ratio ρ (punching, 0 = minimum)

BS EN 10025-2 (S235 / S275 / S355, JR / J0 / J2); BS EN 10025-4 (S460M, sections and plate only); bolts BS EN ISO 898-1.

Elevation

Plan

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Design Parameters

Load cases (axial + compression / - tension)

Elevation

Plan

3D View