Material Reference Tables & Charts
Standardized dimensional tables, packaging yields, linear weight schedules, and building code tables compiled from ASTM, ACI, and IRC standards. Use our standalone engineering charts or browse the interactive database below.
Dedicated Engineering Reference Tables
Rebar Weight Chart
Bar sizes #3–#18 with lb/ft and kg/m linear density
Concrete Bag Yield Chart
Yields and bag counts for 40, 50, 60, and 80 lb bags
Concrete Mix Ratio Chart
Volumetric batching from M5 to M25 structural grades
Concrete Cure Time Chart
Strength gain timeline from 24h to 28d + temperature impacts
Lumber Size Chart
Nominal vs actual dressed (S4S) dimensions & board foot formulas
Deck Joist Spacing Chart
Allowable joist spans for 2x6–2x12 at 12″, 16″, and 24″ O.C.
Roof Pitch Chart
Slope ratios (1:12 to 18:12), angles in degrees & rafter multipliers
Gravel Weight Chart
Bulk densities and tons per cubic yard across 8 aggregate grades
Brick Size Chart
Modular, standard, queen, king & metric masonry dimensions
Paint Coverage Chart
Square foot coverage per gallon by surface texture & primers
Concrete Bag Size & Yield Reference (ASTM C387)
6 specsDry batch weight, mixed plastic yield, and required bags for 1 cubic yard (27 ft³) and 1 cubic meter.
| Bag Size & Type | Yield / Bag (ft³) | Yield / Bag (m³) | Bags / 1 yd³ | Bags / 1 m³ | Actions |
|---|---|---|---|---|---|
| 80 lb (US Standard) | 0.60 ft³ | 0.017 m³ | 45 bags | 59 bags | |
| 60 lb (Medium DIY) | 0.45 ft³ | 0.013 m³ | 60 bags | 78 bags | |
| 50 lb (Fast-Setting) | 0.375 ft³ | 0.011 m³ | 72 bags | 94 bags | |
| 40 lb (Lightweight/Patch) | 0.30 ft³ | 0.0085 m³ | 90 bags | 118 bags | |
| 25 kg (UK / AU / EU) | 0.42 ft³ | 0.012 m³ | 64 bags | 83 bags | |
| 50 kg (South Asia Sacks) | 1.25 ft³ | 0.035 m³ | 21.6 bags | 28.5 bags |
Lumber Dimensional Chart (Nominal vs. Actual S4S)
7 dimensionsSurfaced Four Sides (S4S) standard dimensional softwood framing lumber sizes.
| Nominal Size | Actual Size (Inches) | Actual Size (Metric) | Common Framing Application | Actions |
|---|---|---|---|---|
| 2 × 4 | 1½″ × 3½″ | 38 × 89 mm | Interior wall studs, plates, rafters, trusses | |
| 2 × 6 | 1½″ × 5½″ | 38 × 140 mm | Exterior load-bearing studs, floor joists, rafters | |
| 2 × 8 | 1½″ × 7¼″ | 38 × 184 mm | Deck joists, heavy floor framing, roof rafters | |
| 2 × 10 | 1½″ × 9¼″ | 38 × 235 mm | Floor beams, rim joists, stair stringers | |
| 2 × 12 | 1½″ × 11¼″ | 38 × 286 mm | Structural headers, long-span floor joists | |
| 4 × 4 | 3½″ × 3½″ | 89 × 89 mm | Fence posts, guardrail corner posts, deck posts | |
| 6 × 6 | 5½″ × 5½″ | 140 × 140 mm | Deck support posts, structural timber columns |
Rebar Size, Weight & Diameter Schedule (ASTM A615)
6 bar sizesStandard bar designations, nominal diameters, and unit linear weight schedule.
| Bar Designation | Nominal Diameter (in) | Nominal Diameter (mm) | Weight (lb / ft) | Weight (kg / m) | Actions |
|---|---|---|---|---|---|
| #3 (10M Metric) | 0.375″ (3/8″) | 9.5 mm | 0.376 lb/ft | 0.560 kg/m | |
| #4 (Most Common / 13M) | 0.500″ (1/2″) | 12.7 mm | 0.668 lb/ft | 0.994 kg/m | |
| #5 (Heavy Footings / 16M) | 0.625″ (5/8″) | 15.9 mm | 1.043 lb/ft | 1.552 kg/m | |
| #6 (Commercial Walls / 19M) | 0.750″ (3/4″) | 19.1 mm | 1.502 lb/ft | 2.235 kg/m | |
| #7 (Heavy Infrastructure / 22M) | 0.875″ (7/8″) | 22.2 mm | 2.044 lb/ft | 3.042 kg/m | |
| #8 (1-Inch Column Rebar / 25M) | 1.000″ (1″) | 25.4 mm | 2.670 lb/ft | 3.973 kg/m |
Roof Pitch to Slope Factor & Angle Reference Chart
7 pitchesRise-over-run slope multipliers (Secant angle) used to calculate actual pitched roof surface area.
| Roof Pitch | Slope Multiplier | Rake Angle (°) | Standard Roofing Requirement | Actions |
|---|---|---|---|---|
| 2 / 12 | 1.014× | 9.46° | Low slope (requires double underlayment / membrane) | |
| 3 / 12 | 1.031× | 14.04° | Minimum slope for standard shingles with ice shield | |
| 4 / 12 | 1.054× | 18.43° | Standard conventional residential ranch roof | |
| 6 / 12 | 1.118× | 26.57° | Common residential roof (walkable pitch) | |
| 8 / 12 | 1.202× | 33.69° | Steep slope (requires roof staging brackets) | |
| 10 / 12 | 1.302× | 39.81° | High-pitch colonial / craftsman architecture | |
| 12 / 12 | 1.414× | 45.00° | 45-degree gable pitch (requires harness tie-off) |