Column Bases and Slab Base Design | Steel Structure

Column Bases and Slab Base Design

Column Bases & Column Splices

Column bases are structural elements provided at the bottom of steel columns to safely transfer loads from steel columns to concrete foundations. Since the compressive stress in concrete is much smaller than that in steel, a base plate is provided to spread the column load over a larger area and prevent overstressing of the concrete footing.

Main Function of Column Base: To distribute the concentrated steel column load uniformly over a sufficiently large concrete area.

Introduction to Column Bases

Steel columns transfer heavy compressive loads to foundations. Direct transfer of load from a steel column to concrete footing may cause excessive bearing pressure. Therefore, steel base plates are used to increase the bearing area.

Column Load → Base Plate → Concrete Footing

Types of Column Bases

  • Slab Base
  • Gusseted Base

1. Slab Base

A slab base consists of a thick steel plate attached to the base of the column. It is generally used for concentrically loaded columns carrying axial compression.

Features of Slab Base

Feature Description
Loading Type Pure axial compression
Construction Simple steel plate welded to column
Usage Light and medium steel columns
Economy Simple and economical

2. Gusseted Base

Gusseted bases are used when the column is subjected to heavy loads or bending moments. Gusset plates and angles are provided to increase stiffness and improve force transfer.

Applications

  • Heavy steel columns
  • Columns carrying large moments
  • Industrial structures
  • Bridge supports

Design Procedure for Slab Base

Step 1: Bearing Strength of Concrete

Bearing Strength = 0.45 fck

Where:

  • fck = Characteristic compressive strength of concrete

Step 2: Area of Slab Base

A = P / (0.45 fck)

Where:

  • A = Area of slab base
  • P = Factored column load

Step 3: Size of Square Base Plate

L = B = √A

Where:

  • L = Length of base plate
  • B = Width of base plate

Step 4: Bearing Pressure Under Base Plate

w = P / A0

Where:

  • w = Bearing pressure
  • A0 = Area of slab base plate

Step 5: Thickness of Slab Base

ts = √[(2.5w(a² − 0.3b²)γm0) / fy]

Where:

  • ts = Thickness of slab base
  • w = Bearing pressure
  • a = Larger projection beyond column
  • b = Smaller projection beyond column
  • fy = Yield stress of steel
Note: Maximum allowable bearing strength is taken as:

0.45 fck
A reduced value of 0.45fck is used against the maximum recommended value of 0.60fck for safer design.

Anchor Bolts in Column Bases

  • Anchor bolts are used to fix the base plate to the concrete footing.
  • Usually 2 or 4 holding-down bolts are provided.
  • Anchor bolts resist uplift and lateral forces.
  • For axial compression only, two bolts are generally sufficient.

Components of Column Base

Component Function
Base Plate Distributes column load
Anchor Bolts Fixes column to foundation
Concrete Footing Transfers load to soil
Gusset Plates Provides stiffness in heavy bases

Advantages of Slab Base

  • Simple fabrication and erection.
  • Economical for light and medium loads.
  • Easy load transfer mechanism.
  • Suitable for concentrically loaded columns.

Advantages of Gusseted Base

  • Suitable for heavy loads.
  • Provides additional stiffness.
  • Better moment resistance.
  • Improved structural stability.

Applications of Column Bases

  • Industrial steel structures
  • Multi-storey buildings
  • Transmission towers
  • Bridge structures
  • Steel sheds and warehouses

Conclusion

Column bases are essential structural elements used to safely transfer loads from steel columns to concrete foundations. Proper design of slab bases and gusseted bases ensures adequate load distribution, structural stability, and safety of steel structures. Understanding IS 800 provisions for column base design is important for every structural engineer.

Author

Mohan Dangi (Gold Medalist)
Civil Engineer | Geotechnical Engineer

References

  • IS 800:2007 – General Construction in Steel
  • Steel Structures by N. Subramanian
  • Limit State Design of Steel Structures by S.K. Duggal
  • Design of Steel Structures by Ramchandra
  • SP:6 Structural Steel Handbook

Disclaimer

This article is intended for educational and informational purposes only. Engineers should refer to the latest IS codes and professional engineering standards before performing actual structural design calculations.

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