Newmark's Chart

Draw your foundation to scale on the chart, and the chart gives the vertical stress increase beneath its centre, at depth z. Ring i is drawn at the radius a of a uniformly loaded disc that gives σz/q = i/rings at depth z, from Fröhlich's σz/q = 1 − [1 + (a/z)²]−n/2, and the rings are cut into equal sectors. Every cell then carries the same unit influence, 1/(rings × sectors), so Δσz = q × (cells covered) × (unit influence). With φ = 0 the concentration factor is n = 3 and this is Newmark's Boussinesq chart; a friction angle sets n from φ, which moves the rings.

What you are seeing

The sketch is held in r/z. Changing the rings, sectors or φ redraws it at the new scale of the chart, so it stays the same footing; changing z leaves it where it is on the chart, so it then stands for a footing scaled with z.

Chart

Depth

Results

Concentration factor n 3.00
Unit influence per cell 0.0000
Covered cells 0
Influence value I 0.0000
Stress increase Δσz 0.00 kPa

Calculation

Δσz = q × I

Drag on the chart to sketch a loaded area.