PG 43772.03 BU PET LIME GREEN GREEN 575

Stringers Bulkheads, Decking and Transoms Doors and Cabinetry Ceilings and Hatches MECHANICAL PERFORMANCE Superior strength-to-weight ratio PROPERTY TEST METHOD PANEL THICKNESS .50" .75" 1.00" 13 mm 19 mm 25 mm Core Density* ISO 845 7 lb/ft3 7 lb/ft3 7 lb/ft3 115 kg/m3 115 kg/m3 115 kg/m3 Flexural Rigidity ASTM D7249 35,000 lb/in2 10.3 kg/m2 75,000 lb/in2 21.9 kg/m2 118,000 lb/in2 34.5 kg/m2 Areal Weight Calculated 0.89 lb/ft2 4.3 kg/m2 1.03  lb/ft2 5.0 kg/m2 1.17  lb/ft2 5.7 kg/m2 Core Shear Yield ASTM C393 101 psi 0.70 MPa 96 psi 0.66 MPa 88 psi 0.61 MPa Max Load ASTM C393 357.5 lbs 162.2 kg 513.4 lbs 232.9 kg 551.1 lbs 250.0 kg Core Shear ULT ASTM C393 113 psi 0.78 MPa 109 psi 0.75 MPa 94 psi 0.65 MPa Face Bend Stress ASTM C393 9,008 psi 62.11 MPa 8,725 psi 60.16 MPa 7,542 psi 52.00 MPa USES & APPLICATIONS * Additional core density panels are available in 5 lb/ft3 (80 kg/m3) and 8 lb/ft3 (135 kg/m3). Simply Supported Beam Deflection 7 lb/ft3 core density at various panel thicknesses Hammerhead™ PETG Laminate Hammerhead™ PETG Laminate * To calculate deflection for different panel widths, use the following formula: Deflection = Chart value* [12 / panel width]. Example: Deflection for 24 inch panel = Chart value *[12 / 24] SUPPORT SPAN DEFLECTION (continued) Hammerhead™ PETG Laminate Hammerhead™ PETG Laminate Fixed End Beam Deflection 7 lb/ft3 core density at various panel thicknesses * To calculate deflection for different panel widths, use the following formula: Deflection = Chart value* [12 / panel width].

PG 111261.00 WT PP NP GREEN 543 COMB GREEN

LIGHT GREEN LC 362 GREEN LESS GREEN PG 20151.01 YE PE

GREEN V3I UV GREEN 3 PG 277925.00 OR PE

PG 185434.00 GN PE BRIGHT GREEN TPU 361C LIME GREEN PC

GREEN UV GREEN 357C PG 122710.00 PEARL BU PE

PG 113443.29 BU PP LM PINE GREEN PP CD MET GREEN SWIRL F 5

PG 385284.00 OR PE CORE WB-1070 FOREST GREEN COATING OPAQUE GREEN

KM EMERALD GREEN 7734C PG 109338.00 WT PE PROVA GREEN 398 PEARL