Web Side Plate Connection Design

Design Parameters

Project Name

Designer

Description

Cope Type No Cope (NC) Single Web Cope (SWC) Double Web Cope (DWC)

Web fillet weld leg length t_ww (mm)

Electrode Type E41XX (W40X) E48XX (W50X)

Design Shear Force V^* (kN)

V^*_drift (kN)

Section Type Universal Beam (UB) Universal Column (UC) Custom Welded Beam (CWB) Tapered Flange Beam (TFB) Perimeter Welded Beams (PB) Equivalent Welded Beams (EB) Heavy Welded Beams (HB) High Capacity Beams (HCB) High Capacity Beam-Columns (HCBC) High Capacity Columns (HCC) Welded 'H' Piles (HP) Narrow Welded Beams (NB) Welded Bearing Piles (BP) Standard Welded Beams (SB) Standard Welded Columns (SC) Light Welded Beams (LB) Wide Sections (WS)

Steel Grade G250 G300 G300Plus G300M G350 G450

Section

Beam Depth d (mm)

Flange Width bf (mm)

Flange Thickness (t_f) (mm)

Web Thickness (t_w) (mm)

Steel Grade G250 G300 G350 G450

Plate Depth (d_i) (mm)

Plate Width (b_i) (mm)

Plate Thickness (t_i) (mm)

Bolting Category Class 8.8

Bolt Size M16 M20 M24 M30

Number of Bolts

Bolt Spacing (s_p) (mm)

Bolt Colum to Support s_g1 (mm)

Bolt offset from flange (a) (mm)

Edge Distance 1 (a_e1) (mm)

Edge Distance 4 (a_e4) (mm)

Cope Depth (a_cb) (mm)

Cope Length (L_c) (mm)

Support Depth (d_sup) (mm)

Support Thickness (t_s) (mm)