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Soil Bearing Capacity Estimator

Calculate Footing Size from Presumptive Bearing Values and Column Load

Use this footing calculator for preliminary bearing-area arithmetic. Select a local IBC-style soil prompt or enter a custom geotechnical allowable bearing value, enter the vertical service load, and review the required footing area plus rounded square or 2:1 rectangular dimensions.

The output is a planning prompt, not a geotechnical report, stamped foundation design, permit submittal, or building-official approval. It does not add footing self-weight, soil overburden, water-table reductions, settlement, eccentricity, frost, shear, flexure, or reinforcing checks. Replace every prompt with current project loads, site data, adopted code, and qualified structural/geotechnical review before decision use.

Pro Tip: Presumptive bearing rows are useful for early scoping, but they do not classify your site soil or approve fill, groundwater, settlement, frost, slopes, or construction conditions. If you have a geotechnical report or AHJ-directed value, use the custom bearing prompt and keep the report attached to the project record.

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Soil Bearing Capacity Estimator

How It Works

  1. Select a Bearing Prompt

    Choose a local IBC-style row or enter a custom allowable bearing value from current project geotechnical or AHJ-reviewed documents. The app does not classify the soil for you.

  2. Enter Service Load

    Input the vertical service load assigned to this footing. The calculator divides load by allowable bearing to find the required bearing area: A = P / q_allowable.

  3. Review Local Pressure

    Design mode reports rounded square or 2:1 rectangular dimensions and utilization of the selected local prompt. Check mode compares an entered existing footing area with that same prompt.

  4. Carry the Source Gaps

    Use the warnings list to verify missing items such as settlement, groundwater, self-weight, overburden, frost, eccentricity, shear, flexure, reinforcement, adopted code, and AHJ review.

Built For

  • Early footing bearing-area scoping before project-specific geotechnical review
  • Comparing local presumptive-row prompts with a custom geotechnical allowable value
  • Checking whether an entered existing footing pressure is above a local planning prompt
  • Documenting source gaps before structural footing design, rebar checks, or permit review
  • Screening deck, shed, post-frame, or light commercial concepts before qualified review
  • Preparing questions for a geotechnical engineer, structural engineer, contractor, inspector, or AHJ

Features & Capabilities

Local IBC-Style Prompts

Five local presumptive bearing rows are retained as screening prompts with source warnings, plus a custom geotechnical input.

Bearing-Area Arithmetic

Computes required area from entered service load and selected allowable bearing prompt, then rounds dimensions to even inches.

Existing Footing Calculator

Compares entered existing footing area with the selected prompt and labels below, near, or above the local prompt without approval verdicts.

Square and Rectangular Options

Shows square footing prompts or a simple 2:1 rectangular length-to-width prompt for early comparison.

Visible Source Gaps

Keeps geotechnical, settlement, groundwater, frost, load, self-weight, overburden, eccentricity, structural, code, and AHJ gaps visible.

PDF Export

Export the calculator output with source warnings and references for project notes, not as permit-ready construction documents.

Assumptions

  • Preset bearing rows are local IBC-style prompts, not site soil classification or code approval
  • Applied load is entered by the user and should already include the project load basis required for the review
  • Design mode uses A = P / q_allowable and rounds square or 2:1 rectangular prompts up to even inches
  • Check mode compares entered existing footing area against the selected prompt and reports a review tier
  • Custom bearing input should come from current geotechnical, structural, code, or AHJ-reviewed documents
  • No footing self-weight, overburden, groundwater, settlement, frost, surcharge, eccentricity, lateral load, shear, flexure, or reinforcing checks are computed

Limitations

  • Does not classify soil, approve fill, verify compaction, or replace borings, testing, proof roll, or geotechnical recommendations
  • Does not perform settlement, consolidation, expansive-soil, liquefaction, scour, frost, groundwater, slope, or erosion analysis
  • Does not generate ASCE 7 load combinations or validate tributary area, load path, dead/live/roof/snow/wind/seismic loads
  • Does not evaluate footing self-weight, soil overburden, surcharge, adjacent excavations, buoyancy, uplift, eccentricity, sliding, or overturning
  • Does not design concrete thickness, one-way shear, punching shear, flexure, rebar, dowels, development, cover, drainage, or frost protection
  • Does not determine adopted-code compliance, permit readiness, inspection outcome, insurer acceptance, or AHJ approval
  • Does not authorize construction without qualified structural, geotechnical, contractor, inspector, and AHJ review

References

  • ICC IBC Chapter 18 source pointers for soils, foundations, and presumptive bearing context
  • ASCE 7 source pointer for structural loads and load-combination context
  • USDA NRCS Web Soil Survey source pointer for soil-information context only
  • DOE/ORNL Building Foundation Handbook source pointer for foundation moisture and building-science context
  • CRSI shallow-foundation checklist source pointer for structural follow-up context
  • NIST SP 811 Appendix B.8 unit-conversion source pointer

Frequently Asked Questions

IBC Chapter 18 includes presumptive bearing context for common foundation materials, but the adopted edition, local amendments, actual soil classification, bearing elevation, and AHJ direction control use. This app keeps only a local screening snapshot and source pointers.
No. The app does not perform borings, laboratory testing, groundwater observation, settlement analysis, fill verification, or soil classification. Use a geotechnical report or AHJ-reviewed value for project decisions.
No. The current screen uses entered service load divided by the selected allowable bearing prompt. Add footing self-weight, overburden, groundwater, buoyancy, surcharge, and other project effects outside the app before relying on any result.
It means the computed pressure is above the selected local planning prompt. It is a review condition, not a failure diagnosis or final design decision. Recheck loads, soil data, footing dimensions, settlement, and structural design with qualified reviewers.
No. Bearing area is only one part of foundation design. Thickness, shear, flexure, punching, reinforcement, dowels, cover, frost protection, drainage, and construction details need current code and structural review.
Disclaimer: This is a preliminary bearing-area screen only. Site soil, settlement, groundwater, fill, loads, footing structural design, adopted code, local amendments, permits, inspections, and AHJ acceptance require current project data and qualified review.

Learn More

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