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Foundation
v0.1
Method: Square or rectangular spread footing under a concentric column load — strength design

Isolated Footing

Footing size from the allowable soil pressure, punching and one-way shear, flexural steel and column bearing (ACI 318-19 or EIT 1008-38 strength design).

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Input Parameters

Units: kN, mm, MPa

PLANL = 2,000 mmB = 2,000Along L: DB16Along B: DB16SECTION ALONG LGroundP = 588.399 kNh = 500Df = 1,500

Loads & Soil

Column & Footing

Reinforcement & Materials

f'c (ksc)
Bars

Ready to calculate

Enter values and press Calculate to see results.