awal

NoVariasi Jarak (e), mmJarak (ho), mmJarak (b), mm0,5ho0,42ho0,35ho0,29ho0,23ho0,18ho45o50o55o60o65o70o10,25ho25150756352.543.534.5270.2537.50.166666666720,50ho50150756352.543.534.5270.5750.333333333330,75ho75150756352.543.534.5270.75112.50.541,00ho100150756352.543.534.52711500.666666666751,25ho125150756352.543.534.5271.25187.50.833333333361,50ho150150756352.543.534.5271.52251

inersia iwf.100Perhitungan Momen Inersia Balok Baja Kastela Bagian LubangData Umum :dg=150mmbf=50mmho=100mmdt=25mmtf=7mmtw=5mmy1=3.5mmy2=16mmy3=134mmy4=146.5mm

Bagianb h A y M (mm3)Ix (mm4)In (mm4)(mm)(mm)(mm2)(mm)( A.y )( 1/12.b.h3 )( A.y2 )15073503.51,225.0001,429.1674,287.500251890161,440.0002,430.00023,040.00035189013412,060.0002,430.0001,616,040.0004507350146.551,275.0001,429.1677,511,787.500

Total88066,000.0007,718.3339,155,155.000

Momen Inersia Balok Kastela Bagian Lubang Terhadap Sumbu X Ilubang=In + Ix - M2/A=4,212,873.333mm4Perhitungan Modulus Penampang Tee Section(Sf & Sw)Data Umum :bf=50mmdt=25mmtf=7mmtw=5mmy1=9mmy2=21.5mmBagianb h A y M (mm3)Ix (mm4)In (mm4)(mm)(mm)(mm2)(mm)( A.y )( 1/12.b.h3 )( A.y2 )1518909810.0002,430.0007,290.000250735021.57,525.0001,429.167161,787.500

Total4408,335.0003,859.167169,077.500

Momen Inersia Tee Section Terhadap Sumbu X Itee=In + Ix - M2/A=15,045.246mm4Jarak Cb & CaCb=M / A=18.943mmCa=dt - Cb=6.0568181818mmModulus Penampang Tee Section terhadap Sisi Atas (Sf)Sf=Itee / Ca=2,484.018mm3Modulus Penampang Tee Section terhadap Sisi Bawah (Sw)Sw=Itee / Cb=794.230mm3

inersia iwf.150Perhitungan Momen Inersia Balok Baja Kastela Bagian LubangData Umum :dg=225mmbf=75mmho=150mmdt=37.5mmtf=7mmtw=5mmy1=3.5mmy2=22.25mmy3=202.75mmy4=221.5mm

Bagianb h A y M (mm3)Ix (mm4)In (mm4)(mm)(mm)(mm2)(mm)( A.y )( 1/12.b.h3 )( A.y2 )17575253.51,837.5002,143.7506,431.2502530.5152.522.253,393.12511,821.92775,497.0313530.5152.5202.7530,919.37511,821.9276,268,903.2814757525221.5116,287.5002,143.75025,757,681.250

Total1,355152,437.50027,931.35432,108,512.813

Momen Inersia Balok Kastela Bagian Lubang Terhadap Sumbu X Ilubang=In + Ix - M2/A=14,987,225.417mm4Perhitungan Modulus Penampang Tee Section(Sf & Sw)Data Umum :bf=75mmdt=37.5mmtf=7mmtw=5mmy1=15.25mmy2=34mmBagianb h A y M (mm3)Ix (mm4)In (mm4)(mm)(mm)(mm2)(mm)( A.y )( 1/12.b.h3 )( A.y2 )1530.5152.515.252,325.62511,821.92735,465.78127575253417,850.0002,143.750606,900.000

Total67820,175.62513,965.677642,365.781

Momen Inersia Tee Section Terhadap Sumbu X Itee=In + Ix - M2/A=55,511.024mm4Jarak Cb & CaCb=M / A=29.780mmCa=dt - Cb=7.7204797048mmModulus Penampang Tee Section terhadap Sisi Atas (Sf)Sf=Itee / Ca=7,190.100mm3Modulus Penampang Tee Section terhadap Sisi Bawah (Sw)Sw=Itee / Cb=1,864.067mm3

flexure 1Perhitungan Nilai P teoritis Balok Baja KastelaRumus Umum :Data Umum :Fy=390Mpadg=150mmbf=50mmho=100mmh=50mmdt=25mmtf=7mmtw=5mmIlubang=4,212,873.333mm4Sf=2,484.018mm3Sw=794.230mm3Flexure 1Flexure 2NoKode Benda Ujie (mm)b (mm)L (mm)L1 (mm)Lentur UtamaLentur SekunderP Teoritis (N)P/LFlexure 1Lentur UtamaLentur SekunderP Teoritis (N)P/LPL = 13e + 12b(a)(b)Fy/((a)+(b))(a)(b)Fy/((a)+(b))1A12550925316.0730.002260.0039362,987.04368.094390.0000.001360.0039373,709.78379.686333.26575807822A22542829283.2690.002040.0039365,316.02978.789390.0000.001210.0039375,818.93391.458335.97480667393A32535745254.5670.001840.0039367,499.90090.604390.0000.001080.0039377,765.997104.384338.51505842394A42529673229.9640.001680.0039369,491.452103.256390.0000.000970.0039379,516.294118.152340.831607925A52523601205.3620.001510.0039371,604.097119.142390.0000.000860.0039381,347.194135.353343.28901060716A62518541184.8600.001370.0039373,465.311135.795390.0000.000770.0039382,938.612153.306345.45395135127B150501,250427.1250.003130.0078735,442.87628.354390.0000.001790.0078740,363.79932.291342.45344098838B250421,154394.3220.002910.0078736,168.57531.342390.0000.001650.0078740,988.18835.518344.14168865029B350351,070365.6190.002720.0078736,828.38434.419390.0000.001520.0078741,550.59238.832345.676651648210B45029998341.0170.002550.0078737,413.39937.488390.0000.001410.0078742,045.08342.129347.037616428911B55023926316.4140.002390.0078738,017.30041.055390.0000.001300.0078742,551.48645.952348.442516690812B65018866295.9120.002250.0078738,535.64644.498390.0000.001200.0078742,982.90149.634349.648384568413C175501,575538.1780.004010.0118024,659.36315.657390.0000.002230.0118027,791.18717.645346.050409511414C275421,479505.3740.003790.0118025,008.47516.909390.0000.002080.0118028,085.76318.990347.268658703715C375351,395476.6720.003600.0118025,322.15918.152390.0000.001950.0118028,348.68920.322348.36327790416C475291,323452.0690.003430.0118025,597.36219.348390.0000.001840.0118028,578.00321.601349.323616244817C575231,251427.4670.003270.0118025,878.61320.686390.0000.001730.0118028,811.05723.030350.305057988618C675181,191406.9650.003130.0118026,117.75321.929390.0000.001640.0118029,008.19224.356351.139553256419D1100501,900649.2300.004890.0157418,906.9229.951390.0000.002670.0157421,190.66811.153347.969204257320D2100421,804616.4270.004670.0157419,111.47810.594390.0000.002520.0157421,361.50411.841348.920949928321D3100351,720587.7240.004470.0157419,294.12911.218390.0000.002390.0157421,513.26212.508349.770782377622D4100291,648563.1220.004310.0157419,453.49011.804390.0000.002280.0157421,645.06713.134350.512245861923D5100231,576538.5190.004140.0157419,615.50412.446390.0000.002170.0157421,778.49713.819351.26605961724D6100181,516518.0170.004010.0157419,752.59213.029390.0000.002080.0157421,890.95114.440351.903896155125E1125502,225760.2830.005770.0196715,330.6486.890390.0000.003100.0196717,123.7167.696349.162112888826E2125422,129727.4790.005550.0196715,464.8647.264390.0000.002960.0196717,235.0988.095349.942701878427E3125352,045698.7770.005350.0196715,584.2457.621390.0000.002830.0196717,333.7538.476350.637015554228E4125291,973674.1740.005190.0196715,688.0487.951390.0000.002720.0196717,419.2188.829351.240730257129E5125231,901649.5720.005020.0196715,793.2448.308390.0000.002610.0196717,505.5309.209351.852541329730E6125181,841629.0700.004880.0196715,881.9918.627390.0000.002510.0196717,578.1129.548352.368686779731F1150502,550871.3350.006640.0236112,892.0895.056390.0000.003540.0236114,366.4755.634349.975523135332F2150422,454838.5320.006420.0236112,986.8715.292390.0000.003390.0236114,444.7945.886350.637015554233F3150352,370809.8290.006230.0236113,070.9555.515390.0000.003260.0236114,514.0276.124351.223851826634F4150292,298785.2270.006060.0236113,143.8995.720390.0000.003150.0236114,573.9006.342351.732936307935F5150232,226760.6240.005900.0236113,217.6625.938390.0000.003040.0236114,634.2696.574352.247734677336F6150182,166740.1220.005760.0236113,279.7666.131390.0000.002950.0236114,684.9606.780352.6811678219

flexure 2Perhitungan Nilai P teoritis Balok Baja KastelaRumus Umum :Data Umum :Fy=390Mpadg=150mmbf=50mmho=100mmh=50mmdt=25mmtf=7mmtw=5mmIlubang=4,212,873.333mm4Sf=2,484.018mm3Sw=794.230mm3Flexure 1Flexure 2NoKode Benda Ujie (mm)b (mm)L (mm)L1 (mm)Lentur UtamaLentur SekunderP Teoritis (N)P/LFlexure 1Lentur UtamaLentur SekunderP Teoritis (N)P/LPL = 13e + 12b(a)(b)Fy/((a)+(b))(a)(b)Fy/((a)+(b))1A625181,750583.3330.004920.0039344,040.14525.166390.0000.003130.0039355,186.91831.535311.22695872922A525231,750583.3330.004880.0039344,262.60125.293390.0000.003100.0039355,419.60231.668311.48571671963A425291,750583.3330.004820.0039344,532.53325.447390.0000.003070.0039355,701.42631.829311.79969793744A325351,750583.3330.004770.0039344,805.77725.603390.0000.003030.0039355,986.13131.992312.11753222785A225421,750583.3330.004710.0039345,128.83125.788390.0000.002990.0039356,321.98732.184312.49330405976A125501,750583.3330.004640.0039345,503.78626.002390.0000.002940.0039356,710.79132.406312.92944784537B650181,750583.3330.004810.0078730,759.72217.577390.0000.002910.0078736,181.50520.675331.55866518128B550231,750583.3330.004770.0078730,868.07717.639390.0000.002880.0078736,281.37620.732331.81074035369B450291,750583.3330.004710.0078730,999.11617.714390.0000.002840.0078736,401.95120.801332.115584750810B350351,750583.3330.004660.0078731,131.27117.789390.0000.002810.0078736,523.32920.870332.423028377211B250421,750583.3330.004600.0078731,286.88417.878390.0000.002770.0078736,665.96520.952332.785042316512B150501,750583.3330.004520.0078731,466.64317.981390.0000.002720.0078736,830.34821.046333.203229579413C675181,750583.3330.004700.0118023,633.09813.505390.0000.002690.0118026,913.10215.379342.469192614114C575231,750583.3330.004650.0118023,697.00913.541390.0000.002660.0118026,968.32015.410342.692212471315C475291,750583.3330.004600.0118023,774.15913.585390.0000.002620.0118027,034.88215.449342.961433689716C375351,750583.3330.004550.0118023,851.81313.630390.0000.002590.0118027,101.77415.487343.232413642217C275421,750583.3330.004480.0118023,943.05413.682390.0000.002540.0118027,180.23315.532343.550802844418C175501,750583.3330.004410.0118024,048.18713.742390.0000.002500.0118027,270.46015.583343.917672013619D6100181,750583.3330.004590.0157419,187.58610.964390.0000.002460.0157421,424.82912.243349.275063177920D5100231,750583.3330.004540.0157419,229.69310.988390.0000.002430.0157421,459.80912.263349.470975060821D4100291,750583.3330.004490.0157419,280.46611.017390.0000.002400.0157421,501.93512.287349.707207315722D3100351,750583.3330.004440.0157419,331.50711.047390.0000.002360.0157421,544.22712.311349.944690331823D2100421,750583.3330.004370.0157419,391.39811.081390.0000.002320.0157421,593.77812.339350.223347967124D1100501,750583.3330.004300.0157419,460.30111.120390.0000.002270.0157421,650.68812.372350.543935575125E6125181,750583.3330.004480.0196716,149.7359.228390.0000.002240.0196717,795.80710.169353.925871335226E5125231,750583.3330.004430.0196716,179.5549.245390.0000.002210.0196717,819.93410.183354.099295668927E4125291,750583.3330.004380.0196716,215.4829.266390.0000.002180.0196717,848.97210.199354.308252100828E3125351,750583.3330.004320.0196716,251.5709.287390.0000.002140.0196717,878.10510.216354.518138613229E2125421,750583.3330.004260.0196716,293.8779.311390.0000.002100.0196717,912.21310.236354.764190035730E1125501,750583.3330.004190.0196716,342.4979.339390.0000.002050.0196717,951.35410.258355.046964976731F6150181,750583.3330.004360.0236113,942.3327.967390.0000.002020.0236115,218.1058.696357.305301714832F5150231,750583.3330.004320.0236113,964.5517.980390.0000.001990.0236115,235.7448.706357.460369555933F4150291,750583.3330.004270.0236113,991.3077.995390.0000.001950.0236115,256.9668.718357.647104610634F3150351,750583.3330.004210.0236114,018.1668.010390.0000.001920.0236115,278.2478.730357.834556611535F2150421,750583.3330.004150.0236114,049.6328.028390.0000.001880.0236115,303.1508.745358.054162273736F1150501,750583.3330.004080.0236114,085.7678.049390.0000.001830.0236115,331.7108.761358.3063504802

desg.1Alternatif 1- Desain Benda Uji

NoKode Benda Ujie (mm)b (mm)x1 (mm)2.x1s (mm), 2e+2bJumlah Lubang (n)L (mm), (2.x1)+(s.n)x2 (mm), x1+0,5eL balok asal (mm), (5,5.s)+(2.x1)A lubangJumlah Lubang (n)A lubang totalA webA nett

1A125505010015011175062.52.5001825750011825002380001555002A225424813413175016.50.6601817670013871002380001509003A32535357012014175047.51.9001810600014840002380001540004A42529112210816175023.50.9401804540016864002380001516005A5252311229618175023.50.9401798480018864002380001516006A6251815308620175027.51.1001793430020860002380001520007B1505075150200817501002.0001850100008800002380001580008B25042479418491750721.440184292009828002380001552009B350352550170101750501.00018358500108500023800015300010B45029612158111750310.62018297900118690023800015110011B5502372144146111750971.94018237300118030023800015770012B6501859118136121750841.68018186800128160023800015640013C17550002507175037.50.50018751250078750023800015050014C27542561122347175093.51.24718671170078190023800015610015C3753510521022071750142.51.90018601100077700023800016100016C4752943862088175080.51.07318541040088320023800015480017C575239118219681750128.51.7131848980087840023800015960018C6751838761869175075.51.0071843930098370023800015430019D110050125250300517501751.75019001500057500023800016300020D210042234628461750730.73018921420068520023800015280021D31003565130270617501151.15018851350068100023800015700022D410029101202258617501511.51018791290067740023800016060023D510023142824671750640.64018731230078610023800015190024D610018499823671750990.99018681180078260023800015540025E112550003505175062.50.50019251750058750023800015050026E212542408033451750102.50.82019171670058350023800015450027E3125357515032051750137.51.10019101600058000023800015800028E41252910521030851750167.51.34019041540057700023800016100029E51252313527029651750197.51.58018981480057400023800016400030E61251817342866175079.50.63618931430068580023800015220031F11505050100400417001250.83319002000048000023120015120032F215042107214384417501821.21319421920047680023800016120033F315035135270370417502101.40019351850047400023800016400034F415029159318358417502341.56019291790047160023800016640035F515023102034651750850.56719231730058650023800015150036F6150183570336517501100.73319181680058400023800015400037G11755020040045031750287.51.64319752250036750023800017050038G2175427144344175094.50.54019672170048680023800015120039G317535357042041750122.50.70019602100048400023800015400040G4175295911840841750146.50.83719542040048160023800015640041G5175238316639641750170.50.97419481980047920023800015880042G61751810320638641750190.51.089194319300477200238000160800

desg.4Alternatif 3 - Desain Benda Ujiiwf.150kastela.225

NoKode Benda Ujie (mm)b (mm)x1 (mm)2.x1s (mm), 2e+2bJumlah Lubang (n)L (mm), (2.x1)+(s.n)x2 (mm), x1+0,5eL balok asal (mm), [(n+0,5).s]+(2.x1)A lubangJumlah Lubang (n)A lubang totalA webA nett

1A12575751502008175087.53.50062.5000.3571850100008800002380001580002A22563831661769175095.53.82070.5000.467183888009792002380001588003A32552.522.545155111750351.40010.0000.0771827.5775011852502380001527504A42543.55310613712175065.52.62040.5000.3621818.5685012822002380001558005A52534.5428411914175054.52.18029.5000.3141809.5595014833002380001547006A62527438610416175055.52.22030.5000.3861802520016832002380001548007B15075125250250617501503.000100.0000.5001875125006750002380001630008B2506384168226717501092.18059.0000.3351863113007791002380001589009B35052.55511020581750801.60030.0000.1941852.51025088200023800015600010B45043.533.5671879175058.51.1708.5000.0621843.5935098415023800015385011B55034.53060169101750551.1005.0000.0421834.58450108450023800015350012B650272856154111750531.0603.0000.02918277700118470023800015330013C1757512525030051750162.52.16787.5000.38919001500057500023800016300014C2756347942766175084.51.1279.5000.04718881380068280023800015520015C37552.511022025561750147.51.96772.5000.4031877.51275067650023800016150016C47543.545.59123771750831.1078.0000.0491868.51185078295023800015505017C57534.5108.5217219717501461.94771.0000.4931859.51095077665023800016135018C67527591182048175096.51.28721.5000.16718521020088160023800015640019D110075175350350417502252.250125.0000.50019251750047000023800016800020D21006360120326517501101.10010.0000.04419131630058150023800015650021D310052.5112.522530551750162.51.62562.5000.3051902.51525057625023800016175022D410043.5157.531528751750207.52.075107.5000.5751893.51435057175023800016625023D510034.568136269617501181.18018.0000.1071884.51345068070023800015730024D610027113226254617501631.63063.0000.40918771270067620023800016180025E1125757515040041750137.51.10012.5000.04519502000048000023800015800026E21256312324637641750185.51.48460.5000.24119381880047520023800016280027E312552.516533035541750227.51.820102.5000.4461927.51775047100023800016700028E412543.520140233741750263.52.108138.5000.6531918.51685046740023800017060029E512534.577.5155319517501401.12015.0000.0771909.51595057975023800015825030E61252711523030451750177.51.42052.5000.29319021520057600023800016200031F115075200400450317502751.833125.0000.41719752250036750023800017050032F215063236472426317503112.073161.0000.58319632130036390023800017410033F315052.5267.553540531750342.52.283192.5000.7551952.52025036075023800017725034F415043.5101202387417501761.17326.0000.1101943.51935047740023800016060035F515034.5137274369417502121.41362.0000.2831934.51845047380023800016420036F615027167334354417502421.61392.0000.451192717700470800238000167200

desg.5Alternatif 3 - Desain Benda Ujiiwf.150kastela.225

NoKode Benda Ujie (mm)b (mm)x1 (mm)2.x1s (mm), 2e+2bJumlah Lubang (n)L (mm), (2.x1)+(s.n)x2 (mm), x1+0,5eL balok asal (mm), [(n+0,5).s]+(2.x1)A lubangJumlah Lubang (n)A lubang totalA webA nett

1A12575501002007150062.52.50037.5000.2141600100007700002040001340002A2256346921768150058.52.34033.5000.222158888008704002040001336003A32552.552.510515591500652.60040.0000.3081577.577509697502040001342504A42543.56513013710150077.53.10052.5000.4691568.5685010685002040001355005A52534.5367211912150048.51.94023.5000.2501559.5595012714002040001326006A62527224410414150034.51.3809.5000.120155252001472800204000131200NoKode Benda Ujie (mm)b (mm)x1 (mm)2.x1s (mm), 2e+2bJumlah Lubang (n)L (mm), (2.x1)+(s.n)x2 (mm), x1+0,5eL balok asal (mm), [(n+0,5).s]+(2.x1)A lubangJumlah Lubang (n)A lubang totalA webA nett

7B15075125250250515001503.000100.0000.5001625125005625002040001415008B250637214422661500971.94047.0000.2671613113006678002040001362009B35052.532.5652057150057.51.1507.5000.0481602.51025077175020400013225010B45043.595.519118771500120.52.41070.5000.5151593.5935076545020400013855011B55034.57414816981500991.98049.0000.4121584.5845086760020400013640012B650275711415491500821.64032.0000.3081577770096930020400013470013C1757515030030041500187.52.500112.5000.50016501500046000020400014400014C27563601202765150097.51.30022.5000.11216381380056900020400013500015C37552.5112.5225255515001502.00075.0000.4171627.51275056375020400014025016C47543.539782376150076.51.0201.5000.0091618.51185067110020400013290017C57534.59318621961500130.51.74055.5000.3851609.51095066570020400013830018C6752713827620461500175.52.340100.5000.77916021020066120020400014280019D11007550100350415001001.0000.0000.00016751750047000020400013400020D21006398196326415001481.48048.0000.21216631630046520020400013880021D310052.5140280305415001901.90090.0000.4391652.51525046100020400014300022D410043.5176352287415002262.260126.0000.6741643.51435045740020400014660023D510034.577.515526951500127.51.27527.5000.1631634.51345056725020400013675024D610027115230254515001651.65065.0000.42216271270056350020400014050025E11257515030040031500212.51.70087.5000.31817002000036000020400014400026E21256318637237631500248.51.988123.5000.49216881880035640020400014760027E312552.5217.5435355315002802.240155.0000.6741677.51775035325020400015075028E412543.57615233741500138.51.10813.5000.0641668.51685046740020400013660029E512534.511222431941500174.51.39649.5000.2551659.51595046380020400014020030E61252714228430441500204.51.63679.5000.44416521520046080020400014320031F11507575150450315001501.0000.0000.00017252250036750020400013650032F215063111222426315001861.24036.0000.13017132130036390020400014010033F315052.5142.528540531500217.51.45067.5000.2651702.52025036075020400014325034F415043.5169.533938731500244.51.63094.5000.3991693.51935035805020400014595035F515034.5196.539336931500271.51.810121.5000.5551684.51845035535020400014865036F615027219438354315002941.960144.0000.706167717700353100204000150900

desg.5 revAlternatif 3 - Desain Benda Ujiiwf.150kastela.225

NoKode Benda Ujie (mm)b (mm)x1 (mm)2.x1s (mm), 2e+2bJumlah Lubang (n)L (mm), (2.x1)+(s.n)x2 (mm), x1+0,5eL balok asal (mm), [(n+0,5).s]+(2.x1)A lubangJumlah Lubang (n)A lubang totalA webA nett

1A137.575751502256150093.751500.252.50056.2500.3001612.5112506675002040001365002A237.56346.5932017150065.251500.251.74027.7500.1701600.5100507703502040001336503A337.552.530601808150048.751500.251.30011.2500.079159090008720002040001320004A437.543.521421629150039.751500.251.0602.2500.018158181009729002040001311005A537.534.5306014410150048.751500.251.30011.2500.1061572720010720002040001320006A637.52740.58112911150059.251500.251.58021.7500.2381564.564501170950204000133050NoKode Benda Ujie (mm)b (mm)x1 (mm)2.x1s (mm), 2e+2bJumlah Lubang (n)L (mm), (2.x1)+(s.n)x2 (mm), x1+0,5e150L balok asal (mm), [(n+0,5).s]+(2.x1)A lubangJumlah Lubang (n)A lubang totalA webA nett1507B1757515030030041500187.51500.52.500112.5000.5001650150004600002040001440008B27563601202765150097.51500.51.30022.5000.1121638138005690002040001350009B37552.5112.5225255515001501500.52.00075.0000.4171627.51275056375020400014025010B47543.539782376150076.51500.51.0201.5000.0091618.51185067110020400013290011B57534.59318621961500130.51500.51.74055.5000.3851609.51095066570020400013830012B6752713827620461500175.51500.52.340100.5000.77916021020066120020400014280013C1112.575187.537537531500243.751500.752.167131.2500.5001687.51875035625020400014775014C2112.563223.544735131500279.751500.752.487167.2500.7011675.51755035265020400015135015C3112.552.59018033041500146.251500.751.30033.7500.15516651650046600020400013800016C4112.543.512625231241500182.251500.751.62069.7500.35016561560046240020400014160017C5112.534.516232429441500218.251500.751.940105.7500.58316471470045880020400014520018C6112.52719238427941500248.251500.752.207135.7500.8151639.51395045580020400014820019D115075751504503150015015011.0000.0000.00017252250036750020400013650020D2150631112224263150018615011.24036.0000.13017132130036390020400014010021D315052.5142.528540531500217.515011.45067.5000.2651702.52025036075020400014325022D415043.5169.533938731500244.515011.63094.5000.3991693.51935035805020400014595023D515034.5196.539336931500271.515011.810121.5000.5551684.51845035535020400014865024D6150272194383543150029415011.960144.0000.70616771770035310020400015090025E1187.57522545052521500318.751501.251.700131.2500.3891762.52625025250020400015150026E2187.56324949850121500342.751501.251.828155.2500.4951750.52505025010020400015390027E3187.552.527054048021500363.751501.251.940176.2500.60317402400024800020400015600028E4187.543.528857646221500381.751501.252.036194.2500.70817312310024620020400015780029E5187.534.530661244421500399.751501.252.132212.2500.82717222220024440020400015960030E6187.527106.521342931500200.251501.251.06812.7500.0531714.52145036435020400013965031F12257515030060021500262.51501.51.16737.5000.10018003000026000020400014400032F22256317434857621500286.51501.51.27361.5000.17517882880025760020400014640033F322552.519539055521500307.51501.51.36782.5000.2501777.52775025550020400014850034F422543.521342653721500325.51501.51.447100.5000.3221768.52685025370020400015030035F522534.523146251921500343.51501.51.527118.5000.4031759.52595025190020400015210036F62252724649250421500358.51501.51.593133.5000.478175225200250400204000153600

desg.6Alternatif 3 - Desain Benda Ujiiwf.150kastela.225

NoKode Benda Ujie (mm)b (mm)x1 (mm)2.x1s (mm), 2e+2bJumlah Lubang (n)L (mm), (2.x1)+(s.n)x2 (mm), x1+0,5eL balok asal (mm), [(n+0,5).s]+(2.x1)A lubangJumlah Lubang (n)A lubang totalA webA nett

1A137.57537.57522513300056.251500.251.50018.7500.1003112.511250131462504080002617502A237.56393186201143000111.751500.252.98074.2500.4543100.510050141407004080002673003A337.552.56012018016300078.751500.252.10041.2500.28930909000161440004080002640004A437.543.5428416218300060.751500.251.62023.2500.18730818100181458004080002622005A537.534.56012014420300078.751500.252.10041.2500.38730727200201440004080002640006A637.5278116212922300099.751500.252.66062.2500.6803064.5645022141900408000266100NoKode Benda Ujie (mm)b (mm)x1 (mm)2.x1s (mm), 2e+2bJumlah Lubang (n)L (mm), (2.x1)+(s.n)x2 (mm), x1+0,5e150L balok asal (mm), [(n+0,5).s]+(2.x1)A lubangJumlah Lubang (n)A lubang totalA webA nett1507B1757515030030093000187.51500.52.500112.5000.50031501500091350004080002730008B27563120240276103000157.51500.52.10082.5000.410313813800101380004080002700009B37552.597.51952551130001351500.51.80060.0000.3333127.5127501114025040800026775010B47543.578156237123000115.51500.51.54040.5000.2503118.5118501214220040800026580011B57534.576.51532191330001141500.51.52039.0000.2713109.5109501314235040800026565012B6752772144204143000109.51500.51.46034.5000.2673102102001414280040800026520013C1112.575187.537537573000243.751500.752.167131.2500.5003187.518750713125040800027675014C2112.5639619235183000152.251500.751.35339.7500.1673175.517550814040040800026760015C3112.552.518036033083000236.251500.752.100123.7500.569316516500813200040800027600016C4112.543.59619231293000152.251500.751.35339.7500.199315615600914040040800026760017C5112.534.517735429493000233.251500.752.073120.7500.665314714700913230040800027570018C6112.527105210279103000161.251500.751.43348.7500.2933139.5139501013950040800026850019D1150751503004506300022515011.50075.0000.250322522500613500040800027300020D2150632224444266300029715011.980147.0000.533321321300612780040800028020021D315052.582.516540573000157.515011.0507.5000.0293202.520250714175040800026625022D415043.5145.529138773000220.515011.47070.5000.2973193.519350713545040800027255023D515034.5208.541736973000283.515011.890133.5000.6103184.518450712915040800027885024D615027841683548300015915011.0609.0000.044317717700814160040800026640025E1187.575187.537552553000281.251501.251.50093.7500.2783262.526250513125040800027675026E2187.563247.549550153000341.251501.251.820153.7500.4903250.525050512525040800028275027E3187.552.530060048053000393.751501.252.100206.2500.705324024000512000040800028800028E4187.543.511422846263000207.751501.251.10820.2500.074323123100613860040800026940029E5187.534.518637244463036279.751501.251.49292.2500.360325822200613320041289627969630E6187.52721342642963000306.751501.251.636119.2500.4943214.521450612870040800027930031F12257530060060043000412.51501.51.833187.5000.500330030000412000040800028800032F22256334869657643000460.51501.52.047235.5000.671328828800411520040800029280033F322552.5112.5225555530002251501.51.0000.0000.0003277.527750513875040800026925034F422543.5157.5315537530002701501.51.20045.0000.1443268.526850513425040800027375035F522534.5202.5405519530003151501.51.40090.0000.3063259.525950512975040800027825036F62252724048050453000352.51501.51.567127.5000.4573252252005126000408000282000

harga iwfPenawaranberat (kg)harga/kg (rp)harga totalongkos potong (bh)jumlah potonganbiaya potong (rp)total hargaongkirTB Emanuel(024) 8316674IWF.150.75.5.7 (P=12 m)1688,3101,396,0807,50027202,5001,598,580680,000

inersia iwf fullPerhitungan Momen Inersia Balok Baja Kastela Tanpa LubangData Umum :dg=225mmbf=75mmho=150mmdt=37.5mmtf=7mmtw=5mmy1=3.5mmy2=22.25mmy3=202.75mmy4=221.5mmy5=112.5mm

Bagianb h A y M (mm3)Ix (mm4)In (mm4)(mm)(mm)(mm2)(mm)( A.y )( 1/12.b.h3 )( A.y2 )17575253.51,837.5002,143.7506,431.2502530.5152.522.253,393.12511,821.92775,497.0313530.5152.5202.7530,919.37511,821.9276,268,903.2814757525221.5116,287.5002,143.75025,757,681.25055150750112.584,375.0001,406,250.0009,492,187.500

Total2,105236,812.5001,434,181.35441,600,700.313

Momen Inersia Balok Kastela Bagian Lubang Terhadap Sumbu X Ilubang=In + Ix - M2/A=16,393,475.417mm4teg = My/IPerhitungan Modulus Penampang Tee Section(Sf & Sw)Data Umum :bf=75mmdt=37.5mmtf=7mmtw=5mmy1=15.25mmy2=34mmBagianb h A y M (mm3)Ix (mm4)In (mm4)(mm)(mm)(mm2)(mm)( A.y )( 1/12.b.h3 )( A.y2 )1530.5152.515.252,325.62511,821.92735,465.78127575253417,850.0002,143.750606,900.000

Total67820,175.62513,965.677642,365.781

Momen Inersia Tee Section Terhadap Sumbu X Itee=In + Ix - M2/A=55,511.024mm4Jarak Cb & CaCb=M / A=29.780mmCa=dt - Cb=7.7204797048mmModulus Penampang Tee Section terhadap Sisi Atas (Sf)Sf=Itee / Ca=7,190.100mm3Modulus Penampang Tee Section terhadap Sisi Bawah (Sw)Sw=Itee / Cb=1,864.067mm3