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Moment End Plate Splice (Flush) Connection Design
Moment End Plate Splice (Flush) Connection Design
based on SCNZ 14.1-2007 Standard
Design Parameters
General
Beam
Plate
Bolt
Weld
Project Name
Designer
Description
MEPS Type
MEPS-F4
MEPS-F6
MEPS-F8
ِ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)
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
M36
Bolt Spacing (s
p
) (mm)
Bolt gauge distance (s
g
) (mm)
Top of flange to bolt hole centre below flange (p
f
) (mm)
Top of flange to bolt hole centre above flange (a
f
) (mm)
Electrode Type
E41XX (W40X)
E48XX (W50X)
Flange Weld Type
Fillet Weld
Complete penetration Butt Weld
Flange weld leg length t
wf
(mm)
Web weld leg length t
ww
(mm)
Validate Inputs
Calculate
Generate Report
Export Report (PDF)
Export Drawing (PDF)
Elevation
Section
Detailed Design Report
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