Kn m to lbs inch
[DOC File]Geomembrane Pond Liner
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Shear Strength: 15.7 kN/m (90 lb/in). Peel Strength: 13.0 kN/m (75 lb/in). Execution. INSTALLER. The Geomembrane Installer shall have at least three years experience in the installation of the geomembrane. The Geomembrane Installer shall have installed at least 500,000 m2 (5,000,000 ft2) geomembrane during the last three years.
[DOCX File]SECTION 07 51 13.11 - HOT-APPLIED BUILT-UP …
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Breaking Strength, minimum, ASTM D146/D146M: machine direction, 14.0 kN/m (80 lbf/inch); cross machine direction, 14.0 kN/m (80 lbf/in). SPEC WRITER NOTE: Retain smoothsurfaced sheet below as the cap sheet for a multiply system to receive a fieldapplied coating or aggregate surfacing.
[DOC File]LHC IR QUADRUPOLE BUSBARS - MODEL
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The repulsive force (see equation (1)) between 2 bus-bars (distance d=1 mm) carrying I=11 kA in opposite direction is estimated to be 2(12 kN/m, which is ~140 lbs/inch. (1) An additional Nomex( wrap protected the bus-assembly during insertion into the magnet.
[DOC File]Homepage — Colorado Department of …
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Oct 19, 2006 · Securing pins shall be made from galvanized steel wire or other approved wire material, 0.091 inch or larger in diameter. They shall be U-shaped, with legs 6 inches long and a 1 inch crown. ... Modulus @ 100% Elongation, kN/m (lbs./in.) Ultimate Elongation, % Tear Resistance: N (lbs) Low Temperature Impact, °C (°F)
[DOCX File]Elsevier Global Distribution Packing Standards
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European equivalent: 300 Kraft outer liner, B-flute, double wall, C-flute, 300 Kraft inner liner, commonly referred to as 300K/BC/300K. Strength characteristics of: Edge Crush Test of 9.61 KN/M, Burst Strength of 346 lbs. psi and Box Compression Strength of 485.09 kg.
[DOCX File]SECTION 07 51 13.13 - COLD-APPLIED BUILT-UP …
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Breaking Strength, minimum, ASTM D146/D146M: machine direction, 16.0 kN/m (90 lbf/in); cross machine direction, 12.0 kN/m (70 lbf/in). SPEC WRITER NOTE: Retain smoothsurfaced sheet below as the cap sheet for a multiply system to receive a fieldapplied coating or aggregate surfacing.
[DOC File]MECHANICS OF MATERIALS REVIEW - Missouri S&T
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11. A 12-inch, 35-lb I-beam 30 ft. long is supported at 5 ft. from each end and carries a uniform distributed load of 1600 lbs per ft. (which includes its own weight). Determine the maximum flexural stress in the beam. 12. Find the maximum vertical shearing force which may be applied to a box beam having the cross section shown without ...
[DOCX File]Adjustable Concealed Lintel System for Masonry
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HALFEN USA Inc.March 2012. 8521 FM 1976. P.O. Box 547. Converse, TX 78109. Toll Free800-423-9140. Fax888-277-1695. Websitewww.halfenusa.com. E-mailinfo@halfenusa.com ...
[DOC File]Geosynthetic Interlayer Specification for Highway ...
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Properties Test Method Requirement Grid Tensile Strength a ASTM D 6637 560 lbs/in.(100 kN/m) Grid Elongation at Break ASTM D 6637 < 5 % Grid Junction Strength b GSI/GG-2 15 lbs. (67 N) Grid Melting Point, Min. ASTM D 276 425 F (218 C) Aperture Size, Max., MD/XD c - - 1.02/1.2 in. (26/30 mm) Peel Strength, Fabric to Grid ASTM D 413 10 lbs/ft ...
[DOC File]Shaft Stress Calculations - EDGE
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Moment-Based on the axle length between bearings and the force exerted by the weight of the system (21.53 N-m) Force- Based on axial load exerted on the shaft from turning forces (235.44 N) Torque- Exerted by the stall torque of the motor, through a gear ratio of 8:1 (38.56 N-m) Stress Calculation- = 59.0 MPa = 32.7 MPa. Factors of Safety-= 6.7 ...
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