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Continuous Wall Footing

Continuous strip footing under a bearing wall - soil pressure over a one-foot strip, one-way shear at d, and transverse flexural steel per ACI 318.

ACI 318-19

ACI 318-19 §22.5 / §9.6.1.2 · ASCE 7-22 §2.4 bearing

What it checks

The module designs a continuous strip footing supporting a bearing wall. It evaluates the design using both service (ASD) and strength (LRFD) methods. The sequence of checks begins with verifying the soil bearing pressure against the allowable limit, followed by calculating the required transverse flexural steel for the concrete section.

Inputs

What it reports

Code references

The engine cites ACI 318-19 §22.5 and §9.6.1.2, as well as ASCE 7-22 §2.4 for bearing.

Limits

The module assumes a #8 bar for effective depth calculations. If project load combinations are absent, it falls back to ASCE 7-22 sets. The vertical seismic effect is only active if an SDS value is provided. Results are engineering aids; the engineer of record is responsible for the design.

This module ships in the desktop app

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