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Base Plate Pinned Design
Base Plate Pinned Design
based on SCNZ 14.1-2007 Standard
Design Parameters
General
Column
Base Plate
Bolt
Weld
Project Name
Designer
Description
28 day concrete compressive strength f'
c
(MPa)
Concrete bearing area A2 (m
2
)
ِDesign Shear Force V
*
(kN)
ِDesign Axial Compression N
c
*
(kN)
Section Type
Universal Beam (UB)
Universal Column (UC)
Custom Welded Beam (CWB)
Circular Hollow Section (CHS)
Rectangular Hollow Section (RHS)
Square Hollow Section (SHS)
Parallel Flange Channel (PFC)
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
Column Depth d (mm)
Flange Width bf (mm)
Flange Thickness (t
f
) (mm)
Web Thickness (t
w
) (mm)
Plate Steel Grade
G250
G300
G400
G350
G450
Plate Depth (d
i
) (mm)
Plate Width (b
i
) (mm)
Plate Thickness (t
i
) (mm)
Bolting Category
Class 8.8
Class 4.6
Bolt Size
M16
M20
M24
M30
M36
Bolt horizontal edge distance (a
e1
) (mm)
Bolt vertical edge distance (a
e2
) (mm)
Bolt gauge distance (s
g
) (mm)
Electrode Type
E41XX (W40X)
E48XX (W50X)
Fillet weld leg length t
wi
(mm)
Validate Inputs
Calculate
Generate Report
Export Report (PDF)
Export Drawing (PDF)
Section
Detailed Design Report
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