Load-Bearing Wall Calculator

Determine the load on a bearing wall from floor, roof, and live loads using tributary widths. Helps with header and footing design.

Roof / Ceiling

ft
psf
psf

Floor (Per Storey)

ft
psf
psf
plf
Roof Load
420 plf
Tributary 12 ft
Floor Load (1 Storey)
312 plf
Tributary 6 ft
All Floors
312 plf
1 storey
Wall Self-Weight
7 plf
All 1 wall section(s)
Total Service Load
739 plf
Before safety factor
Design Load
1,109 plf
ร—1.5 (IBC 2021)

Lumber Selection

Stud SizeCapacity (plf)Design/CapMarginStatus
2ร—41,200 plf0.928%โœ“ OK
2ร—61,800 plf0.6262%โœ“ OK
2ร—82,400 plf0.46116%โœ“ OK

Load Distribution

Roof 57%
Floors 42%
Wall 1%
RECOMMENDED
2ร—4 Studs
Design load: 1,109 plf
Planning notes, formulas, and examples

About the Load-Bearing Wall Calculator

Load-bearing walls carry weight from the structure above and transfer it to the foundation below. Accurately calculating the load on a bearing wall is essential for sizing the wall studs, headers, and the foundation footing beneath it. The load comes from three main sources: the dead load (weight of materials), the live load (occupancy and use), and sometimes snow or wind loads.

This calculator computes the total load per linear foot on a bearing wall by summing the tributary loads from each supported level. You enter the tributary width (the distance of floor or roof that the wall supports) and the design loads for each level, and the calculator sums them into a total wall load.

Knowing the wall load is the first step in determining whether standard 2ร—4 studs at 16โ€ณ OC are adequate, or whether 2ร—6 studs, double top plates, or additional engineering are needed.

When This Page Helps

Understanding the load on a bearing wall drives decisions about stud size, header design, and foundation footings. This calculator simplifies the tributary load calculation so you can quickly evaluate different framing scenarios.

How to Use the Inputs

  1. Enter the tributary width of the roof/ceiling supported by this wall.
  2. Enter the dead and live loads for the roof (psf).
  3. Enter the tributary width of the floor supported by this wall.
  4. Enter the dead and live loads for the floor (psf).
  5. Add levels as needed (second floor, attic, storage).
  6. Read the total load per linear foot on the wall.
Formula used
Load per foot = ฮฃ(tributary width ร— (dead load + live load)) for each level Total wall load (plf) = roof load/ft + floor load/ft + wall self-weight

Example Calculation

Result: 739 plf total wall load

Roof: 12ร—(15+20) = 420 plf. Floor: 6ร—(12+40) = 312 plf. Wall self-weight: 7 plf. Total = 420+312+7 = 739 plf.

Tips & Best Practices

  • Interior bearing walls typically support half the floor span on each sideโ€”the tributary width is half the span left plus half the span right.
  • Exterior walls support half the floor span on one side plus the roof overhang.
  • Don't forget wall self-weight: a 2ร—4 stud wall with drywall both sides weighs about 7โ€“8 plf.
  • Multi-story loads are cumulativeโ€”a first-floor bearing wall carries the roof, second floor, and first floor loads.
  • Use this load calculation to size the footing: footing width = load per foot / soil bearing capacity.
  • When in doubt about which walls are bearing, consult the structural plans or an engineer.

Multi-Story Load Accumulation

For a first-floor bearing wall in a two-story home, the load includes: roof dead and live/snow loads, second-floor dead and live loads, first-floor dead load, and wall self-weights for both stories. Each level adds its tributary contribution. The first-floor wall and its footing must support the entire cumulative load.

Header Sizing for Openings

When a bearing wall has window or door openings, the load over the opening must be carried by a header beam. The header supports the wall load for its span and transfers it through jack studs to the foundation. Header sizing depends on both the span and the total wall load.

Foundation Considerations

The footing beneath a bearing wall must be wide enough to spread the wall load over the soil without exceeding the soil's bearing capacity (typically 1,500โ€“4,000 psf for common soil types). Footing width = wall load (plf) / soil bearing capacity (psf).

Sources & Methodology

Last updated:

Frequently Asked Questions

  • Bearing walls typically run perpendicular to floor joists and support the ends or midspan of joists or trusses. They stack from roof to foundation. Walls parallel to joists are usually non-bearing unless they carry a beam above.