Beams

Beams

Consistent Finite Elements Units

MASS

LENGTH

TIME

FORCE

STRESS

ENERGY

DENSITY

YOUNG's

GRAVITY

kgmsNPaJ7.83e+03 kg/m³207 GPa9.806 M/s²
kgcms1.0e-02 N1e-2 N/cm²1.0e-02 N·cm7.83e-032.07e+099.806e+02
kgcmms1.0e+04 N7.83e-032.07e+039.806e-04
kgcmus1.0e+10 N7.83e-032.07e-039.806e-10
kgmmmskNGPakN·mm7.83e-062.07e+029.806e-03
gcmsdynedyne/cm²erg7.83e+002.07e+129.806e+02
gcmus1.0e+07 NMbar1.0e+07 Ncm7.83e+002.07e+009.806e-10
gmms1.0e-06 NPa7.83e-032.07e+119.806e+03
gmmmsNMPaN·mm7.83e-032.07e+059.806e-03
tonmmsNMPaN·mm7.83e-092.07e+059.806e+03
lbf·s²/ininslbfpsilbf·in7.33e-043.00e+07386
slugftslbfpsflbf·ft1.52e+014.32e+0932.17
kgf·s²/mmmmskgfkgf/mm²kgf·mm7.98e-102.11e+049.806e+03
kgmmsmN1.0e+03 Pa7.83e-062.07e+089.806e+03
gcmms1.0e+1 N1.0e+05 Pa7.83e+002.07e+069.806e-04

Built with Reflex