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Bolted Beam Splice Design
Bolted Beam Splice Design
based on SCNZ 14.1-2007 Standard
Design Parameters
General
Beam
Plate
Bolt
Project Name
Designer
Description
Splice Type
BBS1
BBS2
Contact Surface Type
Unpainted Steel
Inorganic Zinc Silicate
Alkyd Primer
ِ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)
Flange Plate Steel Grade
G250
G300
G400
G350
G450
Flange Plate Depth (d
if
) (mm)
Flange Plate Width (b
if
) (mm)
Flange Plate Thickness (t
if
) (mm)
Doubler Flange Plate Width (b
i2
) (mm)
Web Plate Steel Grade
G250
G300
G400
G350
G450
Web Plate Depth (d
iw
) (mm)
Web Plate Width (b
iw
) (mm)
Web Plate Thickness (t
iw
) (mm)
Bolting Category
Class 8.8
Flange Bolt Size
M16
M20
M24
M30
M36
Web Bolt Size
M16
M20
M24
M30
M36
End gap (c) (mm)
Flange Bolt Spacing (s
pf
) (mm)
Web Bolt Spacing (s
pw
) (mm)
Number of bolt rows in flange (n
pf
)
Number of bolt rows in web (n
pw
)
Flange Bolt gauge distance (s
g1
) (mm)
Web Bolt gauge distance (s
g2
) (mm)
Flange Bolt gauge distance (s
g
) (mm)
Validate Inputs
Calculate
Generate Report
Export Report (PDF)
Export Drawing (PDF)
Elevation
Section
Detailed Design Report
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