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.
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Concrete Calculator →Check rebar spacing and quantity prompts before structural review
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Anchor Bolt Pull-Out Calculator →Read the guide on soil bearing capacity
Soil Bearing Capacity Guide →How It Works
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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.
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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.
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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.
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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
Learn More
Soil Bearing Capacity: IBC Presumptive Values and Footing Design
How to use local IBC-style presumptive bearing prompts while keeping soil classification, settlement, load, code, and AHJ source gaps visible.
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How perc tests drive drain field sizing, tank capacity by bedrooms, conventional vs pressure vs mound vs ATU systems, setback requirements, and maintenance schedules.
Cut and Fill Basics: Earthwork Volumes, Swell Factors, and Grading Math
Bank vs loose vs compacted volume conversions, swell and shrink factors by soil type, grid method for earthwork calculations, topsoil stripping, site balance optimization, and compaction requirements.
Footing Bearing Planning: Bearing, Shear, and Source Gaps
Spread footing design per ACI 318-19 and IBC. Service vs factored loads, eccentricity and the kern, punching shear, one-way shear, and flexural reinforcement sizing explained.
Trench Safety: OSHA Protective System Requirements
OSHA 1926.652 trench protection requirements explained. Soil classification, sloping angles, shoring options, and trench box selection by depth and soil type.
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