Specs
Pick a thickness. See the insulation value.
Maximum thickness
Longest panel length (10.97 m)
Core types: PIR, PUR, mineral wool
Colors, 1 in stock
Layers in a wall. Framing, insulation, vapor barrier, drywall, paint and finish become one installed panel.
Standard width 39 in., widest 45¼ in.
Configure
Insulation
At 75°F mean temperature, from the engineering tables.
Tables
| Steel lb/ft² / kg/m² | 1⅝" 41 mm | 2" 51 mm | 2½" 64 mm | 3" 76 mm | 4" 102 mm | 5" 127 mm | 6" 152 mm | 8" 203 mm |
|---|---|---|---|---|---|---|---|---|
| 26/26 | 2.07 10.1 | 2.14 10.4 | 2.24 10.9 | 2.33 11.4 | 2.52 12.3 | 2.70 13.2 | 2.89 14.1 | 3.27 16.0 |
| 24/26 | 2.44 11.9 | 2.51 12.3 | 2.61 12.7 | 2.70 13.2 | 2.85 13.9 | 3.04 14.8 | 3.26 15.9 | 3.64 17.8 |
| 24/24 | 2.78 13.6 | 2.85 13.9 | 2.94 14.4 | 3.04 14.8 | 3.22 15.7 | 3.41 16.6 | 3.60 17.6 | 3.97 19.4 |
| 22/26 | 2.72 13.3 | 2.70 13.2 | 2.88 14.1 | 2.98 14.5 | 3.16 15.4 | 3.35 16.4 | 3.54 17.3 | 3.91 19.1 |
| Item | Tolerance |
|---|---|
| Length | L ≤ 9'10" (3,000 mm) ± ⅛" (3 mm); L > 9'10" ± ⅜" (10 mm) |
| Working length | ± 2 mm (± 0.08") |
| Thickness | D ≤ 4" (102 mm) ± 1/16" (1.6 mm); D > 4" ± 2% |
| Perpendicularity deviation | ¼" (6 mm) |
| Misalignment of internal metal surfaces | ± ⅛" (± 3 mm) |
| Bottom sheet coupling | F = 1 + ⅛" (3 mm) |
L = working length, D = panel thickness, F = sheet coupling.
Overload wheelbase, load distribution / max spans. Single span: supported at each end. Spans in ft-in with millimetres beneath each value.
| Load psf / kPa | 1⅝" 41 mm | 2" 51 mm | 2½" 64 mm | 3" 76 mm | 4" 102 mm | 5" 127 mm | 6" 152 mm | 8" 203 mm |
|---|---|---|---|---|---|---|---|---|
| 10.24 0.49 | 10'5⅝" 3,191 | 12'5⅝" 3,800 | 14'5⅝" 4,410 | 18'⅝" 5,502 | 19'8¼" 6,001 | 22'1¾" 6,750 | 25'7⅝" 7,814 | 29'1⅝" 8,880 |
| 12.29 0.59 | 9'9⅝" 2,988 | 11'5¾" 3,499 | 13'5⅝" 4,105 | 16'4¾" 4,997 | 18'4⅝" 5,604 | 20'10" 6,350 | 22'7⅝" 6,899 | 26'1⅝" 7,966 |
| 16.38 0.78 | 8'6¼" 2,597 | 10'2" 3,099 | 11'5¾" 3,499 | 14'5⅛" 4,397 | 16'⅞" 4,899 | 18'3⅝" 5,578 | 20'8" 6,299 | 24'2" 7,366 |
| 20.48 0.98 | 7'6½" 2,299 | 9'¼" 2,750 | 10'5⅝" 3,191 | 12'11½" 3,950 | 14'9⅛" 4,499 | 16'10¾" 5,150 | 18'8⅝" 5,705 | 22'2⅝" 6,772 |
| 24.57 1.18 | 6'10⅝" 2,099 | 8'2⅝" 2,505 | 9'6⅛" 2,899 | 11'9⅝" 3,597 | 13'7⅜" 4,150 | 15'7" 4,750 | 17'2⅝" 5,248 | 20'8⅝" 6,315 |
| 28.67 1.37 | 6'2¾" 1,899 | 7'6½" 2,299 | 8'8¼" 2,648 | 10'9⅞" 3,299 | 12'7½" 3,848 | 14'7⅛" 4,448 | 15'8⅞" 4,797 | 19'2⅞" 5,864 |
| 32.77 1.57 | 5'8⅞" 1,749 | 6'10⅝" 2,099 | 8'⅜" 2,448 | 10'2" 3,099 | 11'11⅝" 3,648 | 13'7⅜" 4,150 | 15'1" 4,597 | 18'7" 5,664 |
| 36.86 1.76 | 5'4⅞" 1,648 | 6'4¾" 1,949 | 7'6½" 2,299 | 9'6⅛" 2,899 | 11'3¾" 3,448 | 12'11½" 3,950 | 13'11¼" 4,248 | 17'5¼" 5,315 |
| 40.96 1.96 | 5'1" 1,549 | 6'¾" 1,848 | 7'⅝" 2,149 | 8'10¼" 2,699 | 10'7⅞" 3,248 | 12'3⅝" 3,750 | 13'5⅜" 4,099 | 16'11⅜" 5,166 |
These span & load charts were converted from metric to imperial units. The performance criteria was developed from years of product testing. Actual load calculation requirements are project-specific and must be determined by the design team and/or the structural engineer of record. Contact your representative for assistance determining the best system for your specific project design requirements. These charts are for base reference use only.
Overload wheelbase, load distribution / max spans. Double span: an added intermediate support. Spans in ft-in with millimetres beneath each value.
| Load psf / kPa | 1⅝" 41 mm | 2" 51 mm | 2½" 64 mm | 3" 76 mm | 4" 102 mm | 5" 127 mm | 6" 152 mm | 8" 203 mm |
|---|---|---|---|---|---|---|---|---|
| 10.24 0.49 | 12'5⅝" 3,800 | 14'9⅝" 4,512 | 17'⅝" 5,197 | 20'3⅞" 6,194 | 22'11½" 6,998 | 24'7⅝" 7,509 | 27'2¾" 8,299 | 29'⅜" 8,849 |
| 12.29 0.59 | 11'1¾" 3,397 | 13'5⅝" 4,105 | 15'5" 4,699 | 19'4¼" 5,899 | 20'8" 6,299 | 21'11¾" 6,699 | 26'4⅞" 8,049 | 27'⅝" 8,245 |
| 16.38 0.78 | 9'6⅛" 2,899 | 11'5¾" 3,499 | 13'5⅝" 4,105 | 16'4¾" 4,997 | 17'2⅝" 5,248 | 18'8⅜" 5,699 | 24'3¼" 7,398 | 26'⅞" 7,947 |
| 20.48 0.98 | 8'6¼" 2,597 | 10'2" 3,099 | 11'9⅝" 3,597 | 14'5⅛" 4,397 | 15'5" 4,699 | 16'⅞" 4,899 | 20'11⅞" 6,398 | 22'5⅝" 6,848 |
| 24.57 1.18 | 7'6½" 2,299 | 9'2⅛" 2,797 | 10'5⅝" 3,191 | 12'9½" 3,899 | 13'7⅜" 4,150 | 14'7⅛" 4,448 | 18'2⅛" 5,540 | 19'4¼" 5,899 |
| 28.67 1.37 | 6'6⅝" 1,997 | 8'2⅜" 2,499 | 9'8⅛" 2,950 | 11'9⅝" 3,597 | 12'5½" 3,797 | 13'5⅜" 4,099 | 16'6¾" 5,048 | 17'4⅝" 5,299 |
| 32.77 1.57 | 6'¾" 1,848 | 7'2½" 2,197 | 8'8¼" 2,648 | 10'9⅞" 3,299 | 11'7¾" 3,550 | 12'3⅝" 3,750 | 15'1" 4,597 | 16'7" 5,055 |
| 36.86 1.76 | 5'2⅞" 1,597 | 6'6⅝" 1,997 | 7'10⅝" 2,403 | 10" 254 | 11'1¾" 3,397 | 11'7¾" 3,550 | 13'9¼" 4,197 | 15'3¼" 4,655 |
| 40.96 1.96 | 4'9" 1,448 | 5'10¾" 1,797 | 7'5⅝" 2,276 | 8'8¼" 2,648 | 10'4" 3,150 | 10'11⅞" 3,350 | 13'1⅜" 3,997 | 14'7⅞" 4,467 |
These span & load charts were converted from metric to imperial units. The performance criteria was developed from years of product testing. Actual load calculation requirements are project-specific and must be determined by the design team and/or the structural engineer of record. Contact your representative for assistance determining the best system for your specific project design requirements. These charts are for base reference use only.
Cores
Rigid, closed-cell. High structural strength, high fire resistance, low smoke emission and stable thermal performance.
Available for different cost or performance needs.
For projects where fire rating and acoustic performance matter.
Profiles
Smooth, unribbed face for a minimal, monolithic look.
Flat pans separated by narrow ribs for a clean, contemporary look.
Repeating angular ribs for a bold profile with added rigidity.
Subtle stucco-like texture that hides minor surface flaws and reduces oil-canning.
Colors
Nine more colors, made to order.
Standards
FAQ