Sheet1BATANG PRISMATIK0.672BATANG KANTILEVER0.187E210000000000

BATANG PRISMATIK

jenis tumuan Engsel-engsellokasai pembacaan defleksi :1/2Llokasi pemberian beban: 1/4L

nobeban (kg)lendutan praktek (m )lendutan teoritis (m)kesalahan ( m )Izz ( m4 )F ( N )

10.8467.70E-045.76E-05-12.3601975580.00000000228.2992621.5161.45E-031.03E-04-13.03981285720.000000002214.8719632.2212.21E-031.51E-04-13.6061660340.000000002221.7880142.5152.53E-031.71E-04-13.76641431890.000000002224.6721552.9513.10E-032.01E-04-14.42002231940.000000002228.94931

lokasai pembacaan defleksi :1/2Llokasi pemberian beban: 1/2Lnobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4 )F ( N )(m)(m)(%)10.6687.50E-049.10E-05-7.24038159130.00000000226.5530820.9761.16E-031.33E-04-7.72309684080.00000000229.5745631.271.57E-031.73E-04-8.07315758280.000000002212.458741.7022.15E-032.32E-04-8.27131691450.000000002216.6966252.1252.73E-032.90E-04-8.42901301030.000000002220.84625

lokasai pembacaan defleksi :1/2Llokasi pemberian beban: 1/4L dan 3/4Lnobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4 )F ( N )(mm)(mm)(%)10.4383.10E-048.95E-05-2.46E+000.00000000224.2967820.8618.00E-041.76E-04-3.54630008760.00000000228.4464131.1551.06E-032.36E-04-3.49050458650.000000002211.3305541.5871.56E-033.24E-04-3.80971048020.000000002215.5684752.2012.24E-034.50E-04-3.97965481660.000000002221.59181

jenis tumuan Jepit-Jepitlokasai pembacaan defleksi :1/2Llokasi pemberian beban: 1/4L

nobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4 )F ( N )(m)(m)(%)10.6291.10E-042.57E-040.57215810680.00000000226.1704921.1342.70E-044.64E-040.41750530130.000000002211.1245432.0042.42E-038.19E-04-1.95432940010.000000002219.6592442.2982.51E-039.39E-04-1.67217541950.000000002222.5433852.9126.80E-041.19E-030.42870712240.000000002228.56672

lokasai pembacaan defleksi :1/2Llokasi pemberian beban: 1/2L

nobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4 )F ( N )(m)(m)(%)10.6292.50E-042.11E-05-10.85073425720.00000000226.1704921.0654.00E-043.57E-05-10.19866568680.000000002210.4476531.7356.50E-045.82E-05-10.17042697650.000000002217.0203542.448.90E-048.18E-05-9.87567138440.000000002223.936452.7349.90E-049.17E-05-9.79673844810.000000002226.82054

lokasai pembacaan defleksi :1/2Llokasi pemberian beban: 1/4L dan 3/4L

nobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4 )F ( N )(m)(m)(%)11.042.40E-047.09E-05-2.38743070950.000000002210.202421.2833.50E-048.74E-05-3.00436729760.000000002212.5862331.8795.00E-041.28E-04-2.90603150820.000000002218.4329942.6026.80E-041.77E-04-2.83613726260.000000002225.5256253.0387.80E-042.07E-04-2.76876754380.000000002229.80278jenis tumuan Engsel-Jepitlokasai pembacaan defleksi :1/2Llokasi pemberian beban: 1/4L

nobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4)F ( N )(m)(m)(%)10.541.00E-042.31E-040.56754181460.00000000225.297421.2453.10E-045.33E-040.41852610250.000000002212.2134531.9155.40E-048.20E-040.34148925920.000000002218.7861542.3385.40E-041.00E-030.46062956860.000000002222.9357852.777.50E-041.19E-030.36770554120.000000002227.1737

lokasai pembacaan defleksi :1/2Llokasi pemberian beban: 1/2L

nobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4)F ( N )(m)(m)(%)10.9374.50E-041.40E-030.67956292410.00000000229.1919721.6078.50E-042.41E-030.64708275030.000000002215.7646731.9151.04E-032.87E-030.63764488340.000000002218.7861542.3471.35E-033.52E-030.61621277350.000000002223.0240752.771.77E-034.15E-030.57365287920.000000002227.1737

lokasi pembacaan defleksi :1/2llokasi pemberian beban: 1/4L dan 3/4L

nobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4)F ( N )(m)(m)(%)11.1433.30E-047.01E-040.52911189710.000000002211.2128321.4374.90E-048.81E-040.44385335650.000000002214.0969732.1077.70E-041.29E-030.40395891290.000000002220.6696742.5439.80E-041.56E-030.37146462710.000000002224.9468353.1571.28E-031.94E-030.33871998730.000000002230.97017jenis tumuan Batang Kantileverlokasai pembacaan defleksi :1Llokasi pemberian beban: 1/2L

nobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4 )F ( N )(mm)(mm)(%)15.00E-018.00E-053.23E-05-1.47503392010.00000000084.90529.32E-011.70E-046.02E-05-1.82159178120.00000000089.1429231.55E+003.00E-049.99E-05-2.00173906870.000000000815.1662641.98E+003.80E-041.28E-04-1.96579493450.000000000819.4434252.29E+004.80E-041.48E-04-2.24240251540.000000000822.4649

lokasai pembacaan defleksi :1Llokasi pemberian beban: 1Lnobeban (kg)lendutan prakteklendutan teoritiskesalahanIzz ( m4 )F ( N )(mm)(mm)(%)10.6382.60E-048.25E-05-2.15198285280.00000000086.2587821.0614.50E-041.37E-04-2.28041135740.000000000810.4084131.3556.30E-041.75E-04-2.59610555740.000000000813.2925541.9691.01E-032.55E-04-2.96740772490.000000000819.3158952.6741.41E-033.46E-04-3.0783912530.000000000826.23194

Sheet2ENGSEL - ENGSEL

ENGSEL - JEPIT

JEPIT - JEPIT

Batang kantilever

Sheet3