Sheet1ELEMEN 1BEBAN EKIVALEN MASING-MASINGU1V1O1U2V2O2matriks transformasi T-1F10F152500-52500U1U1010000U10-10000G10G106.36300-6.3315V1T1 =V1-100000V1100000F1 =M1=0M1KL =0630840000-630042000O1O1 =001000O1=001000F20F25250052500U2U2000010U20000-10G20G20-6.3-63006.3630V2V2000-100V2000100M20M2063042000063084000O2O2000001O2000001

ELEMEN 2U2V2O2U3V3O3T-2F20F242000-42000U2100000100000(-QL/2)G2-12G209.45236.250-9.45945V2T2 =010000=010000F2 = (-Q(L)^2/12)M2=-4M2KL =0945630000-94563000O2001000001000F30F34200042000U3000100000100(-QL/2)G3-12G30-9.45-236.2509.45945V3000010000010(Q(L)^2/12)M3-4M30236.25630000945126000O3000001000001

ELEMEN 3U4V4O4U3V3O3T-3F40F4105000-105000U4U4010000U40-10000G40G4012.612600-12.61260V4V4-100000V4100000F3 = M4=0M4KL =012601680000-126084000O4T3 =O4 =001000O4 =001000F30F3105000105000U3U3000010U30000-10G30G30-12.6-1260012.61260V3V3000-100V3000100M30M3012608400001260168000O3O3000001O3000001

ELEMEN 4U3V3O3U6V6O6T-40F30F393.333333333300-116.666666666700U3100000100000(-QL/4)G3-22.5G300.034567901215.55555555560-0.034567901215.5555555556V3010000=010000F4 = (-5/96*QL^2)M3=-421.875M3KL =0359333.33333333330-354666.6666666667O3T4 =0010000010000F60F693.333333333300116.666666666700U6000100000100(-QL/4)G6-22.5G60-0.0345679012-15.555555555600.034567901215.5555555556V6000010000010(5/96*QL^2)M6421.875M60354666.66666666670359333.3333333333O6000001000001

T-5U5010000U50-10000ELEMEN 5U5V5O5U6V6O6V5-100000V5=100000F50F5210000-210000U5T5 =O5 =001000O5001000G50G506.36300-6.3630V5U6000010U60000-10F1=M5=0M5KL =0630840000-63042000O5V6000-100V6000100F60F6210000210000U6O6000001O6000001G60G60-6.3-63006.3630V6M60M6063042000063084000O6matrik kekakuan global elemen T TRASPORTT TRANSPORT x KL 01000009.459450-9.45945KG2 = 00100009451260000-94563000KG = T transportKLT0001004200052500000000000000T TRASPORTT TRANSPORT x KL 0000100-9.45-94509.459450-100000-6.3-63006.3-315000001094563000094512600010000052500-52500KL2KG1 =0010000630840000-63004200042000-52500U2V2O2U3V3O30000-1006.36300-6.3-63009.459450-9.45945=09.459450-9.45945U2000100525005250009451260000-9456300009451260000-94563000V200000106304200006308400042000525004200052500O2KL1U1V1O1U2V2O20-9.45-94509.45945000000U352500-52500U16.30-630-6.30-31509456300009451260000-9.45-94509.45945V306.36300-6.3315V1052500-5250T 0945630000945126000O30630840000-630042000=O1-63008400063000420001000005250052500U2-6.306306.30-6300100000-6.3-63006.3630V20525005250001000063042000063084000O2-630042000-630084000000100T 000010010000000001-100000001000000010000-100000001T TRASPORTT TRANSPORT x KL T TRASPORTT TRANSPORT x KL 0-100000-12.6-1260012.6-126010000093.333333333300-116.666666666700100000105000-105000KG4 =01000000.034567901215.55555555560-0.034567901215.5555555556KG3 =001000012601680000-126084000001000015.55555555569333.33333333330-15.55555555564666.66666666670000-10012.612600-12.6-126000010093.333333333300116.6666666667000001001050001050000000100-0.0345679012-15.555555555600.034567901215.5555555556000001012608400001260168000000001015.55555555564666.6666666667015.55555555569333.3333333333KL3U4V4O4U3V3O3KL4105000-105000U412.60-1260-12.60-126093.333333333300-116.666666666700U3V3O3U6V6O6012.612600-12.61260V40105000-1050000.034567901215.55555555560-0.034567901215.5555555556=93.333333333300-116.666666666700U3012601680000-126084000=O4-126001680001260084000015.55555555569333.33333333330-15.55555555564666.666666666700.034567901215.55555555560-0.034567901215.5555555556V3105000105000U3-12.60126012.60-126093.333333333300116.666666666700015.55555555569333.33333333330-15.55555555564666.6666666667O30-12.6-1260012.61260V30105000105000-0.0345679012-15.555555555600.034567901215.555555555693.333333333300116.666666666700U6012608400001260168000O3-1260084000-12600168000015.55555555564666.6666666667015.55555555569333.33333333330-0.0345679012-15.555555555600.034567901215.5555555556V6T T 015.55555555564666.6666666667015.55555555569333.3333333333O6010000100000-100000010000001000001000000010000100000-100000010000001000001KL5T TRASPORT210000-10500010000006.36300-6.3630KG5 =0100000630840000-630420000010002100001050000001000-6.3-63006.3630000010063042000063084000000001T TRANSPORT x KL T210000-10500010000006.36300-6.36300100000630840000-630420000010002100001050000001000-6.3-63006.3630000010063042000063084000000001U5V5O5U6V6O6210000-105000U5=06.36300-6.3630V50630840000-63042000O5210000105000U60-6.3-63006.3630V6063042000063084000O6U1V1O1U2V2O2U3V3O3U4V4O4U5V5O5U6V6O6U16.30-630-6.30-3150000000000000F1V1052500-52500000000000000G1O1-63008400063000420000000000000000M1U2-6.306306.39.45-3150-9.45945000000000?F2V205250014701260000-94563000000000000?G2O2-630042000-630126000052500000000000?M2U3000000105.93333333330-1260-12.601260000-116.666666666700?F3K =V300000-94501059.4845679012960.55555555560105000000-0.0345679012630?G3O3000094563000-1260960.5555555556303333.333333333-12600840000000-15.55555555564666.6666666667?M3U4000000-12.60-126012.60-12600000000F4V40000000-105000105000000000G4O40000001260084000-126001680000000000M4U5000000000000210000-105000?F5V500000000000006.36300-6.3630?G5O50000000000000630840000-63042000?M5U600000093.3333333333000002100001166.6666666667000F6V60000000-0.0345679012-15.55555555560000-6.3-63006.3345679012645.55555555560G6O6000000015.55555555564666.66666666670000630420000645.555555555693333.33333333330M6MENYUSUN VEKTOR BEBAN EQIVALEN ( F = T x f )ELEMEN 1F100-10000F10G10100000G10F1=M1=0X001000=M10F200000-10F20G20000100G20M20000001M20

ELEMEN 2F20100000F20(-QL/2)G2-12010000G2-12F2 = (-Q(L)^2/12)M2=-4X001000=M2-4F319000100F319(-QL/4) +(-QL/2)G3-18000010G3-18(-5/96*QL^2)+(Q(L)^2/12)M31.5000001M31.5

KG4ELEMEN 310000093.333333333300-116.666666666700U3F400-10000F40F401000000.034567901215.55555555560-0.034567901215.5555555556V3G40100000G40001000015.55555555569333.33333333330-15.55555555564666.6666666667O3F3 = M4=0X001000=M4000010093.333333333300116.666666666700U6F3190000-10F300000100-0.0345679012-15.555555555600.034567901215.5555555556V6G30000100G319000001015.55555555564666.6666666667015.55555555569333.3333333333O6M30000001M3093.333333333300-116.6666666667000.0807544047U38.2907855523U3ELEMEN 400.034567901215.55555555560-0.034567901215.5555555556-0.0790774144V31.7234267337V3F4 = 0F30100000F30015.55555555569333.33333333330-15.55555555564666.6666666667X-0.0013426261O3=573.7735416215O3(-QL/2) +(-QL/4)G3-45010000G3-4593.333333333300116.666666666700-0.0064603524U66.7833699973U6(Q(L)^2/12) +(-5/96*QL^2)M3=25X001000=M3250-0.0345679012-15.555555555600.034567901215.5555555556-12.2312200983V60.9250491888V60F60000100F60015.55555555564666.6666666667015.55555555569333.33333333330.0851295832O6596.7836711901O6(-QL/4)G6-22.5000010G6-22.5KG 5(5/96*QL^2)M642000001M642010000U5210000-105000F5-100000V506.36300-6.3630ELEMEN 5001000O50630840000-63042000F500-10000F50000010U6210000105000G50100000G50000-100V60-6.3-63006.3630F1=M5=0X001000=M50000001O6063042000063084000F600000-10F60G60000100G6006.36300-6.36300U5130.6883240504U5M60000001M60-2100001050000V5-6.7833699973V50630840000-63042000X0O5=11281.1111573429O50-6.3-63006.3630-0.0064603524U6-23.4250491888U6MENYUSUN VEKTOR BEBAN STRUKTUR -210000-105000-12.2312200983V66.7833699973V6(F = Feg + Fe)0630420000630840000.0851295832O6-554.7836711901O6

ELEMEN 1F10G10F1=M1=0F20G20M20

REARANGEMENT ELEMEN 2U2V2O2U3V3O3U6V6O6U1V1O1U4V4O4U6V6O6F2[ P1 = 10 ]0?U26.39.45-3150-9.45945000?F2(-QL/2)G2-12-12V2014701260000-94563000000?G2F2 = (-Q(L)^2/12)M2=-4-4O2-630126000052500000?M2F3[ - P2 = 19 ]-19-19U3000105.93333333330-1260-116.666666666700?F3(-QL/4) +(-QL/2)+(-P2)G3-31-31V300-94501059.4845679012960.55555555560-0.0345679012630?G3(-5/96*QL^2)+(Q(L)^2/12)M31.51.5O3094563000-1260960.5555555556303333.3333333330-15.55555555564666.6666666667?M3?U600093.3333333333001166.666666666700?F6ELEMEN 3?V60000-0.0345679012-15.555555555606.3345679012645.5555555556?G6F40?O65000015.55555555564666.66666666670645.555555555693333.3333333333?M6G400U1-6.30-3150000000F1F3 = M4=00V10-52500000000G1F3[ - P2 = 11 ]110O163000420000000000M1G300U4000-12.60-12600000F4M300V40000-105000000G40O400012600840000000M4ELEMEN 40U5000000-1050000F50F300V50000000-6.36300G5(-QL/2) +(-QL/4)-P2G3-86.50O50000000-630420000M5F4 = (-5/96*QL^2)M3=-420F60REDUKSI INVERST REDUKSI (-QL/4)G6-22.50F26.39.45-3150-9.45945000U20.15718396020.0007574932-0.000015462-0.00745639250.0027001516-0.0006885643-0.0007456393-0.0112743280.0000941830F20.0818421278U2(5/96*QL^2)M642-12G2014701260000-94563000000V20.00078594720.00000387880.0000078595-0.00007538620.0000137439-0.0000036217-0.0000075386-0.00006037630.0000005059-12G20.0000409879V2-4M2-630126000052500000O2-0.00000892490.0000089653-0.0000000892-0.00002098430.0000096869-0.0000019569-0.0000020984-0.00002731120.0000002214-4M2-0.0000174838O2ELEMEN 511F3000105.93333333330-1260-116.666666666700U3-0.0000065746-0.0000219154-0.00000006570.0091450281-0.00005836590.00004292250.00091450280.000961115-0.000008399911F3=0.0807544047U3F50-31G300-94501059.4845679012960.55555555560-0.0345679012630V3-0.00000750.0000095459-0.000000075-0.00005184520.0009570076-0.0000047741-0.00000518450.002126201-0.0000209273-31G3-0.0790774144V3G501.5M3094563000-1260960.5555555556303333.3333333330-15.55555555564666.6666666667O3-0.0000006015-0.0000020049-0.0000000060.0000429499-0.00000533940.00000392660.0000042950.0000879242-0.00000076841.5M3-0.0013426261O3F1=M5=00F600093.3333333333001166.666666666700U60.0000005260.00000175320.0000000053-0.00073160230.0000046693-0.00000343380.0007839826-0.00007688920.0000006720F6-0.0064603524U6F60-22.5G60000-0.0345679012-15.555555555606.3345679012645.5555555556V6-0.0000159594-0.0000505714-0.00000015960.001094996-0.00006384290.00010010540.00010949960.537320801-0.0037210432-22.5G6-12.2312200983V6G6042M6000015.55555555564666.66666666670645.555555555693333.3333333333O60.00000014170.00000044840.0000000014-0.00000971260.000000549-0.0000008879-0.0000009713-0.00372121950.000036493442M60.0851295832O6M60

T2KG2REAKSI PERLETAKAN 100000U209.459450-9.45945F2 =010000V209451260000-94563000-6.30-315000000U20.0818421278-0.5100980017001000O2 x42000525000-5250000000V20.0000409879-0.0215186585000100U30000006300042000000000O2-0.0000174838514.8710848591000010V30-9.45-94509.45945000-12.60-1260000U30.0807544047=0.6742034485000001O309456300009451260000000-10500000V3-0.079077414483.03128513680001260084000000O3-0.0013426261-11.03004658109.459450-9.45945U20.0818421278U2-0.53763502U2000000-105000U6-0.00646035246.783369997309451260000-94563000V20.0000409879V2-12.0215186585V20000000-6.3630V6-12.2312200983130.68832405044200052500O2 x-0.0000174838O2=76.769756173O20000000-63042000O60.085129583211281.1111573429000000U30.0807544047U30U30-9.45-94509.45945V3-0.0790774144V3-1.9999284022V3GAYA DALAM 0945630000945126000O3-0.0013426261O3-244.9617985798O3F = T x Kg x UKG3KG1010000U412.60-1260-12.60-1260010000U16.30-630-6.30-315U1F3 =-100000V40105000-10500-100000V1052500-5250V1001000O4 x -126001680001260084000F1 = 001000O1 x-6300840006300042000O1000010U3-12.60126012.60-1260000010U2-6.306306.30-630U2000-100V3010500010500000-100V20525005250V2000001O3-1260084000-12600168000000001O2-630042000-630084000O2 U / D0105000-105000U483.0312851368U40.0818421278U1052500-52500-0.0215186585U1-12.60126012.6012600V4-0.6742034485V40.0000409879V1-6.306306.3031500.5100980017V1-126001680001260084000 x0O4 =-11.030046581O4 -0.0000174838O1-6300840006300042000x0 = 514.8710848591O10105000105000.0807544047U3-83.0312851368U30.0807544047U205250052500.08184212780.0215186585U212.60-1260-12.601260-0.0790774144V3-2.7092144477V3-0.0790774144V26.30-630-6.306300.0000409879-0.5266202127V2-1260084000-12600168000-0.0013426261O3-327.3117430417O3-0.0013426261O2-630042000-630084000-0.0000174838-53.0291815089O2-0.0064603524-12.23122009830.0851295832F sebenarnya akibat pengaruh beban ekqivalen F = f -Fe0-0.02151865850.0215186585U1F = 00.5100980017-0.5100980017V10-514.8710848591=-514.8710848591O100.0215186585-0.0215186585U20-0.52662021270.5266202127V20-53.029181508953.0291815089O2

0-0.537635020.53763502U2F = -12-12.02151865850.0215186585V2-4-76.769756173=-80.769756173O219019U3-18-1.9999284022-16.0000715978V31.5-244.9617985798246.4617985798O3

083.0312851368-83.0312851368U4F = 0-0.67420344850.6742034485V40--11.030046581=11.030046581O4 19-83.0312851368102.0312851368U30-2.70921444772.7092144477V30-327.3117430417327.3117430417O3

08.2907855523-8.2907855523U3F = -451.7234267337-46.7234267337V325-573.7735416215=-548.7735416215O306.7833699973-6.7833699973U6-22.50.9250491888-23.4250491888V642596.7836711901-554.7836711901O6

0130.6883240504-130.6883240504U5F = 0-6.78336999736.7833699973V50-11281.1111573429=-11281.1111573429O50-23.425049188823.4250491888U606.7833699973-6.7833699973V60-554.7836711901554.7836711901O6

&"-,Bold Italic"TUGAS ANALISIS STRUKTUR 5PORTAL

&"-,Bold Italic"NAMA : ARI NOPRIANDINPM : 103110290DOSEN PEMBIMBING :&"-,Bold"SRI HARTATI DEWI, ST,MT

Sheet2-8-4

Sheet3