Stair Stringer Calculator
Stringer hypotenuse, notch depth, residual throat (DCA-6 ≥ 5″ enforced), stock-length pick, stringer count + spacing, Simpson LSCZ bracket + SDS fastener schedule, and full BoM. Every dimension cross-validated against IRC 2021 R311.7 — riser ≤ 7.75″, run ≥ 10″, width ≥ 36″ — and AWC DCA-6's throat-depth rule. Cut vs solid styles, hung vs rested attachment, 2×10 / 2×12 lumber. Pairs with deck-stair-calculator (full-stair BoM) and stair-rise-run-calculator (pure geometry).
Inputs
Stair dimensions
Results
⚠ Check compliance below · cut stringer · hung from rim
Stringer side elevation — cut/notched profile
Riser height 7″ ≤ IRC max 7.75″
IRC R311.7.5.1Each of the 6 risers is exactly 7″. IRC R311.7.5.1 caps risers at 7-3/4″ and requires every riser equal within 3/8″.
Tread run 11″ ≥ IRC min 10″
IRC R311.7.5.2Each tread is 11″ deep with 1″ nosing projection (closed-riser). IRC R311.7.5.2 requires 10″ minimum tread depth; 11″ is the contractor sweet-spot for comfort.
Stair width 42″ ≥ IRC min 36″
IRC R311.7.1Clear stair width must be at least 36″ between handrails (R311.7.1). Most deck stairs are 36-48″.
Throat depth 4.25″ FAILS DCA-6 min 5″
AWC DCA-62x12 (11.25″ deep) − 7″ riser notch leaves only 4.25″ web. Options: upgrade to 2×12 (adds 0.00″ throat), reduce riser height by adding more risers, or switch to solid-stringer style (no notch).
4 stringers at 16″ o.c.
AWC DCA-6Cut stringers require ≤ 16″ spacing per AWC DCA-6 (notched cross-section is ~40% weaker). For 42″ width: ceil(42/16) + 1 = 4 stringers, each 8′ stock.
Hung attachment — 4 × Simpson LSCZ + 32 SDS screws
Simpson Strong-Tie specEach stringer face-mounted to deck rim with one LSCZ bracket (8 × 1/4″ SDS structural screws per bracket per Simpson allowable-load spec). Total fasteners: 32.
Stringer angle 37.4° — comfort band 30-38°
IRC R311.7 comfort guidanceAngle = atan(42/55) = 37.4°. IRC-recommended comfort band is 30-38°. Steeper = ladder-like; shallower = wastes horizontal space.
Throat 4
DeckMath validationThroat 4.25″ falls below AWC DCA-6 minimum of 5″ on cut 2x12 with a 7″ riser notch. Switch to 2×12 (throat becomes 4.25″) or use solid-stringer style with cleats.
Cost breakdown
- Materials (stringers + brackets + fasteners)
- $207 – $225
- Labor (cut + assemble + install)
- $285 – $349
- Subtotal
- $492 – $574
- Contingency (6%)
- $34
- Project total
- $492 – $608
2026-Q1 retail pricing for #2 SYP PT UC4A stringers, Simpson LSCZ brackets, SDS structural screws. Stringer LABOR ONLY — does NOT include treads, risers, handrail, or landing pad (use Deck Stair Calculator for full stair build). Regional labor adjusted for Northeast.
How to use
Three steps. Permit-ready output.
- 01
Enter total rise + stair width
Total rise = top-of-deck to bottom-landing surface (typically the concrete pad or paver). Measure with a level — don't approximate. Standard residential stair widths are 36″ (IRC min), 42″ (most common deck), or 48″ (extra-wide / accessible). Cut to the OUTSIDE face of the outer stringers.
- 02
Pick tread run + nosing
Tread run is the horizontal depth of each step (excluding nosing overhang). IRC R311.7.5.2 requires 10″ minimum — 11″ is the contractor sweet-spot (comfortable + uses a 2×12 tread + 1″ nosing efficiently). Nosing projects past the riser face by 3/4″–1-1/4″ (closed-riser only). Set nosing to 0 for open-riser stairs.
- 03
Cut vs solid stringer style
Cut (notched): saw out tread + riser cuts directly in the stringer. Most common DIY style, easiest to lay out with a framing square. Solid (cleated): no notches — metal angle cleats bolt to the stringer face, treads rest on cleats. Stronger (no weakened throat), uses less lumber but more hardware. DeckMath spaces cut stringers 16″ o.c. and solid stringers 24″ o.c. since notched stringers are structurally weaker.
- 04
Hung vs rested attachment
Hung: top of stringer face-mounted to the deck rim with Simpson LSCZ brackets (1 per stringer, 8 SDS structural screws each). Cleaner look, drainage clearance. Rested: stringer notched-in over the deck rim — stringer top sits ON the rim, no brackets needed. Stringer must be 1.5″ deeper than the cut to span the rim. DeckMath returns the bracket count + fastener count for hung; zero for rested.
- 05
Lumber size + material tier
2×12 (11.25″ deep) is the contractor default for cut stringers — leaves a healthier throat after notching. 2×10 (9.25″) works only when tread run is small (10–10.5″) so throat stays above the 5″ AWC DCA-6 minimum. Material tier: PT std (SYP UC4A) is the workhorse. PT premium (Yellawood / MicroPro / Wolmanized) adds 28% for a 40-yr-warranty stringer — worth it since stringer bottom soaks up landing-pad rainwater.
How we calculate
The math, fully transparent.
The Stair Stringer Calculator returns the cut layout, stock-length pick, stringer count, and full BoM for a deck stair stringer assembly — sized to your total rise + width + chosen run. Pick cut/notched stringers (most common DIY) or solid w/ steel cleats (less material, stronger), 2×10 vs 2×12 lumber, hung-in-brackets vs rested-on-rim attachment, and PT std vs lifetime-warranty premium. DeckMath cross-validates every dimension against IRC 2021 R311.7 — riser height ≤ 7.75″, tread run ≥ 10″, width ≥ 36″ — plus AWC DCA-6's throat-depth rule (residual web ≥ 5″ below the deepest notch). Failing combos flagged with the cheapest passing alternative. Pairs with deck-stair-calculator (Phase 1, full-stair BoM) and stair-rise-run-calculator (W9.2, pure-geometry sizing).
IRC references
- IRC 2021 R311.7.5.1 — Riser height: 7-3/4″ max, every riser equal within 3/8″
- IRC 2021 R311.7.5.2 — Tread depth: 10″ minimum
- IRC 2021 R311.7.5.3 — Nosing: 3/4″-1-1/4″ projection on closed-riser stairs
- IRC 2021 R311.7.1 — Stair width: 36″ minimum between handrails
- IRC 2021 R311.7.3 — Single flight max: 12′ vertical rise before intermediate landing
- AWC DCA-6 2015 — Stringer throat depth ≥ 5″ after notch (cut stringers)
- AWC DCA-6 — Cut-stringer max spacing 16″ o.c.; solid-stringer up to 24″ o.c.
2026-Q1 retail pricing for #2 SYP PT UC4A stringers — 2×10 $3.20/lf, 2×12 $4.10/lf. PT premium (Yellawood / MicroPro Sienna / Wolmanized AC2) 1.28× std. Simpson LSCZ brackets $14.50 each, 8 × 1/4″ SDS structural screws per LSCZ per Simpson allowable-load chart. Stringer depth: 2×10 = 9.25″, 2×12 = 11.25″. Span rules: cut stringers ≤ 16″ o.c., solid stringers ≤ 24″ o.c. per AWC DCA-6 2015.
Minimize riser count subject to IRC R311.7.5.1 (≤ 7.75″). 42″ total → ceil(42/7.75) = 6 risers @ exactly 7.00″ each. Every riser must be equal within 3/8″ per R311.7.5.1.
The top step is the deck edge, so treads = risers − 1. 6 risers → 5 treads × 11″ run = 55″ total run.
Right-triangle hypotenuse from rise + run. 42″ rise + 55″ run → √(1,764 + 3,025) = √4,789 = 69.2″ ≈ 5′-9.2″. Round up to next stock size (8′) and add 6″ for cut waste.
Cut stringers at 16″ o.c., solid at 24″ o.c. (cut stringers are structurally weaker so need more of them). For 42″ wide cut: ceil(42/16) + 1 = 4 stringers. For 42″ solid: ceil(42/24) + 1 = 3 stringers.
2×12 (11.25″) − 7.00″ riser = 4.25″ throat — FAILS AWC DCA-6 5″ minimum. Either widen to 2×12 + reduce riser (7.00″ → 6.25″ by adding a riser), or switch to solid-stringer style.
42″ rise / 55″ run → 37.4° from horizontal. IRC-recommended comfort band is 30-38°. Above 38° = steep / harder to descend; below 30° = wastes horizontal space.
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