Principles of foundation engineering 9e das 1

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Principles of foundation engineering 9e das 1

SI EDITIONPRINCIPLES OFFOUNDATION ENGINEERING1 NINTH k -EDITIONBraja M. DasNagaratnamSivakuganCONVERSION FACTORS FROM SI TO ENGLISH UNITSI13§rI ĩ IIo

Principles of foundation engineering 9e das 1 & ’•Iã z 2Length:1 m= 3.281 ftStress:1 N/nr= 20.885 X 10--' lb/ft21 cm- 3.281 X IO-2 ft1 kN/m2- 20.885 lb/ft21 mm- 3.281 X 10-J ft1 kN/m2= 0.01044 U.

S. ton/ft2] m= 39.37 in.1 kN/m2- 20.885 X 10-’kip/ft21 cm= 0.3937 in.1 kN/m2- 0.145 lb/in21 mm■ 0.03937 in.*Unit weight:1 kN/m'- 6.361 lb/ft’Area:1 m■ Principles of foundation engineering 9e das 1

10.764 ft1 kN/m'- 0.003682 lb/in-'I cm210.764 X 10’* ft21 mm2- 10.764 X It)-* ft2Moment:1 N • m- 0.7375 Ib-ft1 m2= 1550 in21 N • m- 8.851 lb-in.I cm*

Principles of foundation engineering 9e das 1

= 0.155 in21J- 0.7375 ft-lb1 mm2• 0.155 X IO-2 in2Eneigy:Volume:1 m'= 35.32 ft ’Moment of1 mm42.402 X IO"6 in41 cm'- 35.32 X io;4 ft’inertia:1 m42.402

SI EDITIONPRINCIPLES OFFOUNDATION ENGINEERING1 NINTH k -EDITIONBraja M. DasNagaratnamSivakuganCONVERSION FACTORS FROM SI TO ENGLISH UNITSI13§rI ĩ IIo

Principles of foundation engineering 9e das 1 81 ft/min1 kN• 224.8 lbconductivity:1 cm/min= 0.03281 ft/min

SI EDITIONPRINCIPLES OFFOUNDATION ENGINEERING1 NINTH k -EDITIONBraja M. DasNagaratnamSivakuganCONVERSION FACTORS FROM SI TO ENGLISH UNITSI13§rI ĩ IIo