Design of Pedestal

Design of Pedestal

Concrete compressive strength

Pu ≔ 200

Factored Load

Required area of pedestal

fc' ≔ 24

Pu A2 ≔ ――― = 0.048 .175 ⋅ fc'

B ≔ ‾‾‾ A2 = 218.218

min width of pedestal

width of padestal provided

Bp ≔ 450

Length of padestal provided

Lp ≔ 450

Area of padestal provided

2

Ap ≔ Bp ⋅ Lp = 0.203

2

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Created with PTC Mathcad Express. See www.mathcad.com for more information.