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4 Red Thread 11A- Product Data <br /> Typical Mechanical Properties <br /> 75OF 240C 200OF 930C <br /> Pipe Property Method <br /> psi MPa psi MPa <br /> Axial Tensile <br /> Ultimate Stress 19,530 165.7 16,585 145.4 ASTM D2105 <br /> Modulus of Elasticity 1.68 x 106 111,584 11.42 x 106 19,791 ASTM D2105 <br /> Poisson's Ratio,v (v )I'I 0.35(0.61) <br /> Axial Compression <br /> Ultimate Stress 112,510 86.3 18,560 159.0 1 ASTM D695 <br /> Modulus of Elasticity 0.677 x 106 14,668 10.379 x 106 12,613 1 ASTM D695 <br /> Beam Bending <br /> Modulus of Elasticity(Long Term) 12.6 x 106 117,927 10.718 x 106 14,951 1 ASTM D2925 <br /> Hydrostatic Burst <br /> Ultimate Hoop Tensile Stress 140,150 1277 136,480 1252 1 ASTM D1599 <br /> Hydrostatic Hoop Design Stress <br /> Static 20 Year Life LTHS-95% LCL I - 18,203 - 14,689 1125.5- 101.3 1 ASTM D2992- Procedure B <br /> Static 50 Year Life LTHS-95% LCL 116,788-13,142 11153-90.6 1 ASTM D2992- Procedure B <br /> Parallel Plate <br /> Hoop Modulus of Elasticity 3.02 x 106 120,822 ASTM D2412 <br /> Shear Modulus 1.76 x 106 112,135 11.63 x 106 111,250 1 - <br /> Typical Physical Properties Ultimate Collapse Pressure <br /> Pipe Property Value Value Method Size Collapse Pressure(2)(')(4) <br /> psig MPa <br /> Thermal 0.23 BTU/hnft-*F 0.4 W/m°C ASTM D177 in mm 750F 150°F 24°C 660C <br /> Conductivity <br /> 2 50 177 133 1.22 0.92 <br /> Thermal 10.7x10-61n/in°F 19.3x10-6mm/mm °C ASTMD696 3 80 171 129 1.18 0.89 <br /> Expansion 4 100 69 51 0,48 0.35 <br /> Absolute 0.00021 in 0.00053 mm 6 150 69 51 0.48 0.35 <br /> Roughness <br /> Specific Gravity 1.8 ASTMD792 Pipe Length <br /> (')Vha=The ratio of axial strain to hoop strain resulting from stress in the hoop direction. <br /> Vah Theratio of hoopstrainto axialstraln resultingfrom stress in the axial direction. Size Standard Random <br /> 01 The differential pressurebetween internal and external pressure which causes collapse. in mm ft m ft m <br /> r'r A 0.67 design factor is recommended for short duration vacuum service.A full vacuum is equal <br /> to14.7psig (0.1o1MPa)differential pressure atsealevel. 2-6 50-150 15 14.57 22-25 6.77.62 <br /> (')A 0.33 design factor is recommended for sustained(long-term) differential collapse pressure <br /> design and operation. <br /> National OiiwellVarco has produced this brochure for general Fiber Glass Systems <br /> information only,and it is not intended for design purposes. 17115 San Pedro Avenue, Ste 200 <br /> Although everyeffort has been made to maintain the accuracy and San Antonio,Texas 78232 USA C U� US` <br /> reliabilit of its contents,National Oilwelt Varco in noway assumes <br /> responsibility for liabitityforany toss,damage orinjury resulting Phone: 210 477 7500 <br /> from the use of information and data herein nor is any warranty Fax: 210 477 7560 LISTED <br /> expressed or Implied. Always cross-reference the bulletin date <br /> with the most current version listed at the web site noted in this <br /> literature. <br /> ®2017 National OilwellVarco All rights reserved <br /> FH1200ENG February 2017 <br /> Fiber Glass Systems I KOW"' °Proo't'p'd uct°t'°t'i on �Solutions fgspipe@nov.com nov.com/fgs <br />