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wallAnalysisLoadCombosASD

Run the calc
Enter unfactored loads and the calculator generates all governing ASD combinations per IBC/ASCE 7, then produces governing service-level axial, shear, and moment demands for the wall. Wall base reactions link to connected column and footing calculations so load path changes propagate automatically.
This calculator uses an earlier code edition (IBC 2009-2018, IRC 2009-2018, ASCE 7-10 & 7-16). It stays available for existing projects. For new designs, check the Calculator Library for the current edition.

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Method & scope

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Calculation method

The Wall Analysis (ASD) calculator accepts unlimited unfactored loads applied to a wall element, generates all ASCE 7 ASD load combinations automatically, and returns the governing combined service-level demands at the critical section.
Load input and combination generation
Loads are entered by type, dead (D), live floor (L), roof live (Lr), snow (S), wind downward (W,dn), wind uplift (W,up), seismic vertical (Ev), and seismic horizontal (Eh). The wall self-weight is entered separately and is included as a dead load in all combinations. The calculator applies ASD combination factors from ASCE 7 Section 2.4 to generate the governing set of combinations, including:
  • D
  • D + L
  • D + Lr (or S or R)
  • D + 0.75L + 0.75(Lr or S or R)
  • D + 0.6W (or D + 0.7Eh)
  • D + 0.75L + 0.75·0.6W + 0.75(Lr or S or R)
  • 0.6D + 0.6W and 0.6D + 0.7Eh (overturning and uplift checks)
Each combination is evaluated independently so the calculator can identify which one governs each demand type, axial, shear, or moment.
Axial demand
Service-level axial loads are accumulated from the top of the wall downward. Each load type is multiplied by the applicable ASD combination factor and summed to give the combined axial demand at the base. The wall self-weight contributes across the full height as a dead load. The governing axial demand is the maximum across all ASD combinations, reported with the controlling combination label. The uplift combinations (0.6D + 0.6W and 0.6D + 0.7Eh) are checked separately to confirm that net axial demand remains compressive or to flag tension conditions at anchor points.
Shear and moment demand
Lateral loads, wind pressure on the wall face, seismic horizontal demands, or linked reactions from upstream beam or analysis calculations, are resolved into a shear diagram and a moment diagram along the wall height. The calculator evaluates every ASD combination and envelopes to find:
  • V, governing shear at the critical section (typically the base)
  • M+ and M-, governing positive and negative moments along the wall height
For walls with openings, each pier carries its tributary lateral demand and tributary gravity load, with the governing pier controlling the design output.
Serviceability demands
Service-level combinations track deflection and stability demands separately from the governing strength envelope. Lateral drift under unfactored wind or seismic loads is calculated as a serviceability check and reported as a span ratio (h/delta) for comparison against code drift limits or design intent thresholds.
Load path linking
Wall base reactions, governing axial and shear from the controlling ASD combination, link directly into connected column, footing, or shear wall calculations in the same project. Changes to any upstream beam reaction or tributary load propagate through the wall and downstream automatically, keeping the full load path consistent without manual re-entry at each level.

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How to use it

1

Open the calculator

Open it from Run calc in the About this calculator panel above.
2

Enter your inputs

Work through the input sections from top to bottom. Click any input label to see its reference explanation, clause, conditions and assumptions. See Checks, References, Conditions and Assumptions.
3

Review the results and export

Check the utilization of each governing check in the summary, then export a PDF report. See Views and Export.

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Common questions

All ASD load combinations from ASCE 7-10 and 7-16, Section 2.4. The standard set covers D alone, D + L, D + Lr (or S or R), D + 0.75L + 0.75(Lr or S or R), D + 0.6W (or 0.7Eh), the combined cases D + 0.75L + 0.75·0.6W + 0.75S, and the overturning/uplift check 0.6D + 0.6W. The calculator applies all combination coefficients automatically from the load types you enter.
Wall height, self-weight, and an unlimited number of distributed, line, or point loads applied at the top of the wall or along its height. Loads are entered as unfactored values by type, dead (D), live (L), roof live (Lr), snow (S), wind (W), and seismic (Ev, Eh). Support conditions at the base and top are also specified.
Governing combined service-level axial demand, governing shear, and governing moment at critical sections, each reported alongside the controlling ASCE 7 ASD load combination. Serviceability demands are tracked separately for use in deflection and out-of-plane stability checks.
The ASD version applies allowable stress combination factors from ASCE 7 Section 2.4 (e.g. D + 0.75L + 0.75·0.6W) and produces combined service-level demands for direct comparison to allowable capacities. The LRFD version applies strength-level factors from Section 2.3 (e.g. 1.2D + 1.0W) and produces ultimate factored demands Pu, Mu, and Vu. Use the ASD version when your wall or column design calculator is ASD-based.
The calculator covers IBC 2009 through 2018 and IRC 2009 through 2018, aligned with ASCE 7-10 and ASCE 7-16 load combination requirements. For projects under IBC 2021 or ASCE 7-22, verify load combination factors with your jurisdiction before applying results.
Yes, wall base reactions link directly into connected column, footing, or shear wall calculations in the same project. When an upstream beam reaction or tributary load changes, the wall calculator updates automatically and pushes the revised service-level demands downstream, no manual reaction transfer between separate spreadsheets.

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Next steps

Calculator Library

Complete list of Calcs.com design calculators available for United States projects (AISC, ACI, NDS, ASCE 7, IBC, and related standards).

Analyze a Wall with Load Cases

Analyze factored loads on a wall to AS 1170.0:2002 (Amdt 5). Unlimited top-of-wall loads and base supports, with strength and serviceability load factoring.

Analyze a Wall with LRFD Load Combinations (Obsolete)

Analyze walls to LRFD load combinations per IBC 2009-2018 and ASCE 7-10 and 7-16. Obsolete, kept for existing projects.

Analyze a Beam with ASD Load Combinations (ASCE 7)

Analyze beams to ASD load combinations per IBC 2009-2024 and ASCE 7-10 to 7-22. Enter unfactored loads for governing moment, shear and deflection.

Analyze a Beam with LRFD Load Combinations (ASCE 7)

Analyze beams to LRFD load combinations per IBC 2009-2024 and ASCE 7-10 to 7-22. Enter unfactored loads for governing factored Mu and Vu.