The design of baseplates and anchor rods is a critical component in ensuring the safety and constructability of steel structures, particularly in effectively resisting section forces (axial force, shear force, and bending moment) of steel columns.
The baseplate plays a crucial role in distributing stresses arising during the transfer of column forces to the concrete foundation, thereby preventing local failure.
1.1 Design Principles
Bending Moment (M):
The moment at the column's end is resisted by the flexural stiffness of the baseplate.
When determining the plate thickness, the bending stress due to the moment is reviewed.
The design flexural strength is calculated based on the effective width, and baseplates are typically designed with sufficient thickness to withstand the bending moment.
Axial Force (N):
The column's axial force is transferred as compressive force between the baseplate and concrete.
The bearing compressive strength is verified to ensure the concrete does not fail locally.
If necessary, the area of the baseplate is increased to reduce the distributed pressure.
Shear Force (V):
The column's shear force is transmitted via the baseplate to the anchor rods or shear keys.
1.2 Key Considerations
Plate Thickness:
Ensure the plate is thick enough to prevent local bending stress or buckling.
Generally, the minimum thickness requirements specified by AISC standards are met.
Effective Width and Area:
The area of the baseplate is determined to balance the column section forces with the concrete bearing strength.
Anchor rods transfer axial and shear forces from the column to the foundation. For bending moments, the cantilever effect resulting from tensile and compressive forces must also be considered.
2.1 Design Principles
Tensile Force (Tension):
Anchor rods resist tensile forces generated by bending moments (M).
The tensile strength conditions are verified during the design.
Shear Force (Shear):
Anchor rods share the column's shear force.
If required, a shear key (shear lug) can be added to reinforce shear resistance.
Anchor Length:
The anchor length is designed to satisfy the bond stress and pull-out strength of the concrete.
Typically, the length is calculated according to ACI 318 standards.
2.2 Key Considerations
Diameter and Steel Grade of Anchors:
Appropriate diameter and steel grade (Fy) are selected based on the design loads.
For high-strength anchors, tensile forces are designed to be transferred without excessive deformation.
Anchor Arrangement:
Symmetrical arrangement is preferred to balance bending moments and axial forces, ensuring no imbalance in loads.
Concrete Failure Modes:
Verify safety factors against concrete cone failure, rebar pull-out strength, and anchor fracture to ensure reliability.
The design of baseplates and anchor rods extends beyond simple load transfer, aiming to optimize stability and performance throughout the structure's lifecycle. Designers must adopt an integrated approach that considers structural requirements, constructability, maintenance, and cost-efficiency. By utilizing the attached Excel calculation sheet, gain a thorough understanding of the design process for baseplates and anchor rods, and enhance the safety, reliability, and technical quality of your structures.