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Steel Base Plate Design
Design column base plates per AISC Design Guide 1 and ACI 318
AISC DG1
ACI 318 Bearing
Thornton Method
F1554 Anchor Rods
Calculation results are decision-support tools. The design engineer must review and verify all results independently.
Column Section (W-Shape)
Column Preset
W200x46
W250x73
W310x97
W310x143
W360x134
W360x196
W410x149
W460x177
Custom
Depth d (mm)
Flange Width bf (mm)
Flange Thickness tf (mm)
Web Thickness tw (mm)
Applied Loads (LRFD Factored)
Axial Load Pu (kN)
Compression = positive
Moment Mu (kN·m)
Shear Vu (kN)
Concrete Pedestal
Pedestal Width B_ped (mm)
Pedestal Length L_ped (mm)
Concrete f'c (MPa)
21 MPa (3000 psi)
24 MPa (3500 psi)
28 MPa (4000 psi)
32 MPa (4500 psi)
35 MPa (5000 psi)
42 MPa (6000 psi)
Base Plate
Plate Steel Grade
A36 (Fy = 250 MPa)
A572 Gr.50 (Fy = 345 MPa)
Plate Sizing
Auto-Size
Manual
Anchor Rods (ASTM F1554)
Rod Diameter
16 mm (5/8")
19 mm (3/4")
22 mm (7/8")
25 mm (1")
32 mm (1-1/4")
36 mm (1-3/8")
38 mm (1-1/2")
Rod Grade
F1554 Grade 36
F1554 Grade 55
F1554 Grade 105
Number of Rods
2
4
6
8
12
Edge Distance (mm)
Calculate