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Angle Cleat Connection Design
Angle Cleat Connection Design
based on SCNZ 14.1-2007 Standard
Design Parameters
General
Beam
Angle
Bolt
Cope&Support
Project Name
Designer
Description
Cope Type
No Cope (NC)
Single Web Cope (SWC)
Double Web Cope (DWC)
Electrode Type
E41XX (W40X)
E48XX (W50X)
Design Shear Force V
*
(kN)
V
*
drift
(kN)
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)
Section Type:
Equal Angles
UnEqual Angles
Section:
Steel Grade
G250
G300
G350
G450
Number of Angle (n
a
) (mm)
1
2
Depth (d
i
) (mm)
Width Support (b
isup
) (mm)
Width Member (b
iw
) (mm)
Thickness (t
i
) (mm)
Bolting Category
Class 8.8
Bolt Size
M16
M20
M24
M30
Number of Web Bolt Rows (n
pw
)
Number of Support Bolt Rows (n
psup
)
Number of bolt columns in beam web (n
c
)
1
2
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)
Edge Distance 1 (a
e1
) (mm)
s
g4
(mm)
Cope Depth (a
cb
) (mm)
Cope Length (L
c
) (mm)
Support Steel Grade
G250
G300
G300M
G300Plus
G350
G450
Support Depth (d
sup
) (mm)
Support Thickness (t
sup
) (mm)
Validate Inputs
Calculate
Generate Report
Export Report (PDF)
Export Drawing (PDF)
Elevation
Section
Detailed Design Report
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