?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=STUDY+KASUS%2F+KAJIAN+DESAIN+STRUKTUR+ATAS+JEMBATAN+BOX+GIRDER+DI+KUPANG+NUSA+TENGGARA+TIMUR+(NTT)&rft.creator=Coco+Cesar+Karyatama%2C+1415011039&rft.subject=Rrekayasa+Jembatan&rft.description=Skripsi+ini+membahas+evaluasi+dan+review+desain+jembatan+box+girder+Namosain+II+yang+dioperasikan+sejak+2008.+Hal+ini+dilakukan+dikarenakan+adanya+kerusakan+dan+perbaikan+pada+tahun+2017.+Tujuan+dari+evaluasi+dan+review+desain+ini+adalah+untuk+mengobservasi+jembatan+Namosain+II+apakah+mampu+menahan+pembebanan+pada+waktu+dibuat+maupun+pada+masa+sekarang.+Selain+itu+bertujuan+untuk+menampilkan+perbedaan+perilaku+jembatan+dan+memberikan+kerangka+acuan+mendesain+menggunakan+program+SAP2000+v14.%0D%0AJembatan+ini+memiliki+bentang+24.8+m%2C+tebal+slab+0.2+m+dan+tinggi+gelagar+1.6+m%2C+dengan+dimensi+melintang+lantai+kendaraan+lengkap+dengan+trotoar+adalah+9.4+m+untuk+2+jalur+2+arah+dengan+lebar+trotoar+1+m.+Perhitungan+pembebanan+yang+digunakan+pada+perencanaan+jembatan+ini+mengacu+pada+peraturan+RSNI+T+02+2005+untuk+peraturan+lama+dan+SNI+1725+2016+untuk+peraturan+baru+dan+perhitungan+dilakukan+secara+manual+dan+menggunakan+program+bantu+SAP2000+v14.%0D%0AHasil+kajian+yang+didapat+yaitu+dimensi+pada+peraturan+lama+tidak+memenuhi+syarat+dimensinya+maupun+penulangan+slab+melintangnya%2C+she+ingga+pada+penggunaan+peraturan+baru+dimensi+diubah+menjadi+0.3+m+dari+0.2+m.+Adapun+nilai-nilai+yang+bertambah+dari+peraturan+lama+yaitu+gaya+prategang+pada+saat+transfer+20.04%25+menjadi+21.32%25+dan+saat+service+77%2C51%25+menjadi+81%2C89%25+yang+dihitung+secara+teoritikal%2C+dan+perpanjang+elongasi+bertambah+seiring+pertambahan+gaya+prategang%2C+namun+besar+lendutan+dan+kontrol+tegangannya+menurun%2C+dari+2.9+mm+(teori)+dan+1.74+mm+(numerik)+menjadi+19.9+mm+(teori)+dan+4.49+mm+(numerik)+namun+tetap+memenuhi+batasan+lendutan+sebesar103.3+mm+dan+batasan+nilai+tegangan+sebesar+18.675+MPa.%0D%0A%0D%0AKata+kunci+%3A+Jembatan%2C+Box+Girder%2C+Prategang%2C+SAP2000%2C+Kerangka+Acuan%0D%0A%0D%0A%0D%0A%0D%0A%0D%0A%0D%0Aabstract%0D%0A%0D%0AThis+scripts+discusses+the+evaluation+and+the+review+design+of+the+Namosain+II+box+girder+bridge+which+was+operated+since+2008.+This+was+done+due+to+damage+and+repairs+of+the+bridge+in+2017.+The+purpose+of+the+evaluation+and+the+review+of+this+design+was+to+observe+the+Namosain+II+bridge+is+able+to+withstand+loading+at+the+time+of+construction+and+at+present.+In+addition%2C+it+purposes+to+show+bridge+behavior+and+provide+a+guide+line+for+designing+using+the+SAP2000+v14+program.%0D%0AThis+bridge+has+a+span+of+24.8+m%2C+0.2+m+thickness+of+slab+and+1.6+m+height+of+girder%2C+with+a+transverse+dimensions+of+the+vehicle+floor+complete+with+sidewalk+is+9.4+m+for+2+lanes+2+way+lanes+with+pavement+width+of+1+m.+the+loading+calculation+used+in+the+bridge+planning+refers+to+the+regulations+of+RSNI+T+02+2005+for+the+old+regulations+and+SNI+1725+2016+for+the+new+regulations+and+calculations+are+carried+out+with+manually+and+with+SAP2000+v14+program.%0D%0AThe+result+of+the+study+was+that+the+dimensions+of+the+old+regulation+did+not+meet+the+dimension+requirements%2C+and+the+crossed+slab+reinforcement+either%2C+so+the+new+review+base+on+the+new+code+changed+the+dimensions+from+0.2+m+to+0.3+m.+The+values+that+increase+from+the+old+regulation+are+prestressing+force+of+transfer+condition+20.04%25+to+21.32%25+and+service+condition+is+77.51%25+to+81.89%25+which+is+calculated+theoretically%2C+and+elongation+extends+increases+with+the+increase+of+prestressing+force%2C+but+the+deflection+and+the+tension+control+decreases%2C+from+2.9+mm+(theoretical)+and+1.74+mm+(numeric)+to+19.9+mm+(theoretical)+and+4.49+mm+(numerical)+but+still+meets+the+deflection+limit+of+103.3+mm+and+the+tention+limit+of+18.675+MPa.%0D%0A%0D%0AKeyword+%3A+Bridge%2C+Box+Girder%2C+Prestressed%2C+SAP2000%2C+Guide+Line%0D%0A&rft.publisher=UNIVERSITAS+LAMPUNG&rft.date=2018-08-28&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F33711%2F1%2FABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F33711%2F2%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F33711%2F3%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++Coco+Cesar+Karyatama%2C+1415011039++(2018)+STUDY+KASUS%2F+KAJIAN+DESAIN+STRUKTUR+ATAS+JEMBATAN+BOX+GIRDER+DI+KUPANG+NUSA+TENGGARA+TIMUR+(NTT).++UNIVERSITAS+LAMPUNG%2C+FAKULTAS+TEKNIK+.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F33711%2F