Welded Moment Connection Design

Design Parameters

Project Name

Designer

Description

Frame Ductility Elastic Nominally Ductile Limited Ductile Ductile

ِDesign Shear Force V^* (kN)

Design Bending Moment M^* (kN.m)

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)

Electrode Type E41XX (W40X) E48XX (W50X)

Flange Weld Type Fillet Weld Complete penetration Butt Weld

Flange weld leg length twf (mm)

Web weld leg length tww (mm)