Design Parameters

Project Name

Designer

Description

Notch type

Design shear force V_Ed (kN)

Tying force (kN) - P358 Checks 11-14 (γ_Mu = 1.1) 0 = no tying requirement.

Section family

Steel grade

Section

Beam depth h_b1 (mm)

Flange width b (mm)

Flange thickness t_f (mm)

Web thickness t_w,b1 (mm)

Beam laterally restrained Unrestrained beams need P358 Check 7 (BS EN 1993-1-1 6.3.2); long fin plates need restrained beams.

Plate steel grade

Plate height h_p (mm)

Plate width b_p (mm)

Plate thickness t_p (mm)

Fillet weld leg s (mm), both sides P358 Check 8: a = 0.7s ≥ 0.5t_p (S275) / 0.6t_p (S355).

Electrode

Bolt grade

Bolt size

Bolt rows n₁

Bolt pitch p₁ (mm)

Vertical lines of bolts

Gauge p₂ (mm)

Weld to bolt line z_p (mm)

Beam end to bolt line e_2,b (mm)

Top of beam to first bolt (mm) Set automatically to centre the plate on the beam when the beam, the plate depth or the bolt rows change.

Notch depth d_nt (mm)

Notch length l_n (mm)

Supporting member

Plate welded to the

Support section family

Support steel grade

Support section

Support depth (mm)

Thickness of the connected flange / web (mm)

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

Section

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Fin Plate Connection Design

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Fin Plate Connection Design

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Design Parameters

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