Column Design Calculation Excel File Free Download

WSD and USD method Column Design Calculation

Comp Strength of Concrete, f'c = 4500 psi.

Yielding Strength of Steel, fy = 55000 psi.

Width of the Column, W = 16 in.

Steel ratio = 2%

Load, P = 300 kip.

For tied Rectangular Column, Ø = 0.65

For Spiral Column, Ø = 0.75

WSD ρg = 0.02

Clear Cover, CC = 2.5

Capacity Finder:

Area of the Column = 12 X 12

Area of steel for Rectangular Or Square Column = 7.2 in-squares

Radius for Circular Column = 5 in.

Area of steel for Circular Column, As = 1.86 in-squares.

Capacity of the Column:

Capacity of the Rectangular Column is = 478.015 Kip USD = 272.34 Kip WSD.

Capacity of the Circular  Column is = 218.57 Kip USD = 129.278 Kip WSD.

Calculation for Square Tied Column: (WSD)

Square Tied Column: (USD)

Calculation for Rectangular Tied Column:  ( WSD)

Rectangular Tied Column: (USD)

Calculation For Spirally Tied Column: ( USD )

Spiral Column: ( WSD )

Download this Excel File for Free: Free Download Column Design Calculation Excel Sheet

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