Bolted Tension Splice Design | AISC 360

Design Parameters

Design method

Units

Project Name

Designer

Load cases (axial + tension, major-axis moment, shear)

Name	Axial (kN)	Moment (kNm)	Shear (kN)

Member

Family

Grade

Section

Depth (mm)

Flange width (mm)

t_f (mm)

t_w (mm)

Root radius (mm)

AISC Shapes Database v16.0. ASTM A992 (W), A572 Gr 50, A36 (AISC Manual Table 2-4); bolts ASTM F3125 Grades A325 / A490.

Cover plate width (mm)

Thickness (mm)

Grade

Inner plates either side of the web (bolts in double shear)

Inner plate width (mm)

Inner plate thickness (mm)

Packing between the upper flange and the plate (mm)

Bolts

Flange bolts

Bolt category

Faying surface

Rows each side

Pitch (mm)

Gauge (mm)

Member end to first row (mm)

Last row to plate end (mm)

Gap between member ends (mm)

Web plate depth (across the web, mm)

Thickness (mm)

Packing each side (mm)

Web bolts

Rows each side

Lines across

Pitch (mm)

Gauge (mm)

Member end to first row (mm)

Last row to plate end (mm)

Elevation (web face)

Flange face

3D View

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Bolted cover plate tension splice

Saved Projects

Design Parameters

Load cases (axial + tension, major-axis moment, shear)

Member

Elevation (web face)

Flange face

3D View

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Bolted cover plate tension splice

Saved Projects

Design Parameters

Load cases (axial + tension, major-axis moment, shear)

Member

Elevation (web face)

Flange face

3D View