Base Plate Design
Fixed Steel Base Plate Design Acc. To AISC-LRFD
Calculation Results
Eccentricity & Bearing
Eccentricity:
- mm
Bearing Strength:
- N/mm²
Max Line Load:
- N/mm
Critical Eccentricity:
- mm
Bearing Length & Tension
Anchor Distance:
- mm
Bearing Length:
- mm
Anchor Tension:
- kN
Plate Thickness
Required Thickness:
- mm
Provided Thickness:
- mm
Anchor Bolt Capacity in Tension
Steel Strength of Anchor in Tension
- kN
- kN
Utilization = -%
Concrete Breakout Strength in Tension
- kN
Utilization = -%
Single anchor Pullout Strength
- kN
Utilization = -%
Check the Base Against Shear Loads
Steel Strength of Anchor in Shear
- kN (per bolt)
Concrete Breakout Strength of Anchor in Shear
- kN
Concrete Pryout Strength of Anchor in Shear
- kN
Shear Resistance Capacity of the Base
- kN
- kN (one side)
Utilization = -%
Interaction of Shear and Tension
Reduced Tension Capacity:
- kN
Tension per Bolt:
- kN
Utilization = -%
Calculation Report
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