Design Parameters

Project Name

Designer

Description

Cope Type

Electrode Type

Design Shear Force V^* (kN)

V^*_drift (kN)

Section Type

Steel Grade

Section

Beam Depth d (mm)

Flange Width bf (mm)

Flange Thickness (t_f) (mm)

Web Thickness (t_w) (mm)

Section Type:

Section:

Steel Grade

Number of Angle (n_a) (mm)

Depth (d_i) (mm)

Width Support (b_isup) (mm)

Width Member (b_iw) (mm)

Thickness (t_i) (mm)

Bolting Category

Bolt Size

Number of Web Bolt Rows (n_pw)

Number of Support Bolt Rows (n_psup)

Number of bolt columns in beam web (n_c)

Bolt Spacing of Support (s_psup)

Bolt Spacing of Web (s_pw) (mm)

s_g1 (mm)

s_g2 (mm)

s_g3 (mm)

Bolt offset from flange (a) (mm)

Edge Distance 4 (a_e4) (mm)

Cope Depth (a_cb) (mm)

Cope Length (L_c) (mm)

Support Steel Grade

Support Depth (d_sup) (mm)

Support Thickness (t_sup) (mm)

Angle Cleat Connection Design