Door Header Sizing — Span Tables & Load Bearing
Size headers for door and window openings based on span, loads, and building codes. Supports solid lumber, built-up beams, LVL, glulam, and steel.
Why This Construction Metric Matters
Why: Undersized headers sag or fail; oversized waste material. Load-bearing walls require proper tributary load calculation and span table selection.
How: Tributary width = span/2. Total load (plf) = (roof + floor + snow) × tributary. Select header from span table where max span ≥ opening and load capacity ≥ total load.
- ●3 ft opening: 2×8 or 2×10. 6 ft: 2-2×10. 8+ ft: LVL or steel.
- ●Jack studs: minimum 1 per 4 ft of opening width.
- ●Non-load bearing: 200 plf minimum design load.
- ●Verify with local building department; codes vary.
Door Header Size Calculator
Span tables • Load calculation • Jack studs • Code compliance
Quick Examples — Click to Load
Standard Interior Door
3 ft opening, non-load bearing
Exterior Door
3 ft opening, load bearing wall
Double Door Opening
6 ft opening, moderate load
Garage Door
8 ft opening, roof load
Large Window
6 ft opening, second floor
Sliding Glass Door
8 ft opening, exterior wall
Two-Story Opening
4 ft opening, floor above
Sample Projects - Click to Load
Standard Interior Door
3 ft opening, non-load bearing
Exterior Door
3 ft opening, load bearing wall
Double Door Opening
6 ft opening, moderate load
Garage Door
8 ft opening, roof load
Large Window
6 ft opening, second floor
Sliding Glass Door
8 ft opening, exterior wall
Two-Story Opening
4 ft opening, floor above
Solid Lumber
Single piece dimensional lumber (2x8, 2x10, 2x12)
📏 Opening Dimensions
Clear opening width of door or window
⚖️ Load Information
Check if wall supports roof or floors above
Planning estimates only. Verify with a licensed engineer or contractor before construction.
📐 Construction Industry Facts
Tributary width = half span on each side.
— IRC
Total load (plf) = loads × tributary width.
— Structural
Jack studs: 1 per 4 ft; king studs: 2 typical.
— IRC
Deflection limit L/360 per building code.
— IBC
What is a Door Header?
A door header (also called a lintel) is a horizontal structural member that spans across the top of a door or window opening. It transfers the load from above (roof, floors, walls) to the vertical supports (jack studs and king studs) on either side. Headers must be properly sized based on the opening width, the loads they carry, and building code requirements to ensure structural integrity and safety.
Span Tables
Header size by span and load
Load Calculation
Roof, floor, and snow loads
Framing Requirements
Jack studs, king studs, cripples
Code Compliance
IRC/IBC building codes
How to Calculate Header Size
Calculation Steps
Quick Reference
Header Types
Solid Lumber
Single piece dimensional lumber (2x8, 2x10, 2x12)
Uses: Interior doors, Small windows, Non-load bearing
Built-Up Beam
Multiple pieces nailed together (2-2x8, 2-2x10, etc.)
Uses: Wider openings, Moderate loads, Residential
LVL (Laminated Veneer Lumber)
Engineered wood product, stronger than solid lumber
Uses: Long spans, Heavy loads, Commercial
Glulam Beam
Glued laminated timber, very strong
Uses: Large openings, Heavy loads, Architectural
Steel Beam
Steel I-beam or wide flange
Uses: Very large openings, Maximum loads, Commercial
Span Table Reference
| Header Type | Header Size | Max Span (ft) | Load Capacity (plf) | Deflection |
|---|---|---|---|---|
| Solid Lumber | 2×8 | 6 | 200 | L/360 |
| 2×10 | 8 | 300 | L/360 | |
| 2×12 | 10 | 400 | L/360 | |
| 2×14 | 12 | 500 | L/360 | |
| Built-Up Beam | 2-2×8 | 8 | 360 | L/360 |
| 2-2×10 | 10 | 540 | L/360 | |
| 2-2×12 | 12 | 720 | L/360 | |
| 3-2×10 | 12 | 810 | L/360 | |
| 3-2×12 | 14 | 1080 | L/360 | |
| LVL (Laminated Veneer Lumber) | 1.75"×9.25" | 12 | 500 | L/360 |
| 1.75"×11.25" | 16 | 750 | L/360 | |
| 1.75"×14" | 20 | 1000 | L/360 | |
| 3.5"×9.25" | 14 | 1000 | L/360 | |
| 3.5"×11.25" | 18 | 1500 | L/360 | |
| Glulam Beam | 5.125"×9.5" | 16 | 1200 | L/360 |
| 5.125"×11.875" | 20 | 1800 | L/360 | |
| 6.75"×13.5" | 24 | 2500 | L/360 | |
| Steel Beam | W6×9 | 12 | 2000 | L/360 |
| W8×10 | 16 | 3000 | L/360 | |
| W10×12 | 20 | 4000 | L/360 | |
| W12×16 | 24 | 6000 | L/360 |
Framing Components
🔨 Header
Horizontal beam spanning the opening. Transfers loads to vertical supports.
📐 Jack Studs
Vertical supports directly under header ends. Minimum 1 per 4 ft of opening width.
👑 King Studs
Full-height studs on each side. Typically 2 per opening for stability.
📏 Cripple Studs
Short studs above header. Maintain 16" spacing for drywall attachment.
🔧 Trimmers
Double studs for built-up headers. Same count as jack studs.
📊 Bearing Length
Minimum 1.5" bearing on supports. More for heavy loads.
Formulas
Tributary Width = Span / 2Total Load (plf) = (Roof + Floor + Snow) × Tributary WidthJack Studs = max(1, Opening Width ft / 4)Deflection ≤ L/360FAQs
Tips
- • Always verify with local building department; codes vary by jurisdiction
- • Add 10-15% to load for safety factor on critical openings
- • Use temporary support during header installation
- • Ensure adequate bearing length (min 1.5") on jack studs
When to Use This Calculator
Use when sizing headers for new door/window openings, renovations, or verifying existing framing. Essential for load-bearing wall modifications, garage doors, sliding glass doors, and two-story openings.
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