...25.4 mm 929.03 10 4 m2 929.03 cm2 929.03 102 mm2 6.452 10 4 m2 6.452 cm2 645.16 mm2 28.317 10 3 m3 28.317 103 cm3 16.387 10 6 m3 16.387 cm3 0.16387 0.16387 10 mm 10 4 m3 5 3 Coefficient of consolidation: Force: 1 in.2/sec 1 in.2/sec 1 ft2/sec 1 lb 1 lb 1 lb 1 kip 1 U.S. ton 1 lb 1 lb/ft 1 lb/ft2 1 lb/ft2 1 U.S. ton/ft2 1 kip/ft2 1 lb/in.2 1 lb/ft3 1 lb/in.3 1 lb-ft 1 lb-in. 1 ft-lb 1 in.4 1 in.4 6.452 cm2/sec 20.346 103 m2/yr 929.03 cm2/sec 4.448 N 4.448 10 3 kN 0.4536 kgf 4.448 kN 8.896 kN 0.4536 10 3 metric ton 14.593 N/m 47.88 N/m2 0.04788 kN/m2 95.76 kN/m2 47.88 kN/m2 6.895 kN/m2 0.1572 kN/m3 271.43 kN/m3 1.3558 N · m 0.11298 N · m 1.3558 J 0.4162 0.4162 106 mm4 10 6 m4 Area: Stress: Volume: Unit weight: Moment: Energy: Moment of inertia: Section modulus: Hydraulic conductivity: 0.3048 m/min 30.48 cm/min 304.8 mm/min 0.3048 m/sec 304.8 mm/sec 0.0254 m/min 2.54 cm/sec 25.4 mm/sec CONVERSION FACTORS FROM SI TO ENGLISH UNITS Length: 1m 1 cm 1 mm 1m 1 cm 1 mm 1m 1 cm2 1 mm2 1 m2 1 cm2 1 mm2 1m 1 cm3 1 m3 1 cm3 1N 1 kN 1 kgf 1 kN 1 kN 1 metric ton 1 N/m 3 2 3.281 ft 3.281 10 3.281 10 39.37 in. 0.3937 in. 0.03937 in. 2 Stress: 2 3 ft ft 1 N/m2 1 kN/m2 1 kN/m2 1 kN/m2 1 kN/m2 1 kN/m3 1 kN/m3 1N·m 1N·m 1J 1 mm 1 m4 4 20.885 10 3 lb/ft2 20.885 lb/ft2 0.01044 U.S. ton/ft2 20.885 10 3 kip/ft2 0.145 lb/in.2 6.361 lb/ft3 0.003682 lb/in.3 0.7375 lb-ft 8.851 lb-in. 0.7375 ft-lb 2.402 2.402 6.102 6.102 10 6 in.4 106 in.4 10 5 in.3 104 in.3 ...
Words: 183832 - Pages: 736
