Geofoam Applications in the Design and Construction of Highway Embankments (2004) / Chapter Skim
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Pages 787-792
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From page 788... ...
F- 2 APPENDIX F CONVERSION FACTORS Contents F.1 INTRODUCTION ...............................................................................................................
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From page 790... ...
F- 4 1 yd3 = 0.7646 m3 1 yd3 = 7.646 × 105 cm3 Force: 1 lb = 4.448 N 1 lb = 4.448 × 10-3 kN 1 lb = 0.4536 kgf 1 kip = 4.448 kN 1 U.S. ton = 8.896 kN 1 lb = 0.4536 × 10-3 metric ton 1 lb/ft = 14.593 N/m Stress, Pressure, Modulus of Elasticity: 1 lb/ft2 = 47.88 Pa 1 lb/ft2 = 0.04788 kPa 1 U.S.
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From page 792... ...
F- 6 1 m3 = 1.308 yd3 1 cm3 = 1.308 × 10-6 yd3 Force: 1 N = 0.2248 lb 1 kN = 224.8 lb 1 kgf = 2.2046 lb 1 kN = 0.2248 kip 1 kN = 0.1124 U.S. ton 1 metric ton = 2204.6 lb 1 N/m = 0.0685 lb/ft Stress, Pressure, Modulus of Elasticity: 1 Pa = 20.885 × 10-3 lb/ft2 1 kPa = 20.885 lb/ft2 1 kPa = 0.01044 U.S.
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