Caso Construtora, Cedral - SP

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br - - COTA??ESPREVIS?O TEMPO CONVERS?ES 1 MPa=10kgf/cm2 1 MPa=10 atm 1 MPa=100m.
c.
aMASSA 1utm=9,81kg 1 quilate=2x10-4kgVELOCIDADE 1km/h=0,2778m/s=0,6214mi/h=0,9113ft/sFOR?A 1kgf=9,8N 1N=105dina=0,1020kgf=0,2248lbf 1lbf=4,448N=0,4536kgf=32,17pdl 1pdl=0,138N 1tf=1000kgf=9810NENERGIA 1Joule=107erg=0,7376lbf.
ft=0,238g.
cal=9,481x10-4Btu 1Kwh=3,6x106Joule=860Kcal=3413BtuPOT?NCIA 1watt=1Joule/s=107erg/s=0,2389cal/s 1Hp=550lbf.
ft/s=745,7watt 1Kw=1,341Hp=737,6lbf.
ft/s=0,9483Btu/s 1CV=75kgm/s=736W 1HP=550lbf.
ft/s=746WPRESS?O 1N/m2=10dina/cm2=9,868x10-6atm=2,089x10-2lbf/ft2 1lbf/in2=6895N/m2=5,171cmHg=27,69inH2O 1atm=760mmHg=29,92inHg=1,1013x105N/m2=14,7lbf/in2=406,8inH2O 1Pa=1N/m2 1dina=10-5NDENSIDADE 1g/cm3=100kg/m3=62,43lb/ft3=1,94slug/ft3 1lb/ft3=0,01602g/cm3 1slug/ft3=0,5154g/cm3 DH2O=1g/cm3=100kg/m3TEMPERATURA K=C+273,15=5/9R R=F+459,67=9/5K C=5/9(F-32)=K-273,15 F=9/5C+32=R-459,67 ?REA 1hectare(ha)=10.
000m2 1 alqueire paulista=2,42 ha 1 alqueire goiano=4,84 ha 1 alqueire baiano=9,68 ha 1 alqueire do norte=2,72 haCONVERS?O DE MIL?METROS PARA POLEGADAS ???=6,35mm 5/16??=8mm 3/8??=9,525mm ??=12,7mm