?url_ver=Z39.88-2004&rft_id=1315011088&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=DESAIN+SAMBUNGAN+LINK+SLAB+PADA+JEMBATAN+GELAGAR%0D%0ABETON+BERTULANG+BALOK+T&rft.creator=OKTARY+PUTRI+AMANDA%2C+1315011088&rft.subject=Rekayasa+jalan+raya+.+Jalan+dan+trotoar&rft.subject=Konstruksi+bangunan&rft.description=Pembangunan+jembatan+berfungsi+untuk+menghubungkan+ruas+jalan+yang+terputus%0D%0Akarena+adanya+suatu+rintangan+(sungai%2C+lembah%2C+maupun+jalan+raya+yang+melintang%0D%0Atidak+sebidang).+Struktur+jembatan+di+Indonesia+sebagian+besar+menggunakan+sistem%0D%0Astruktur+perletakan+sederhana+yang+berarti+struktur+antara+lantai+kendaraan+dengan%0D%0Aabutmen+yang+satu+dengan+yang+lainnya+terpisah+dengan+siar.+Siar+tersebut+biasanya%0D%0Aditutup+dengan+menggunakan+konstruksi+yang+dinamakan+expansion+joint.%0D%0ABeberapa+masalah+yang+timbul+akibat+dari+penggunaan+expansion+joint+seperti%0D%0Aterjadinya+retak+pada+lantai+kendaraan+jembatan%2C+sehingga+air+dapat+masuk+dan%0D%0Amenyebabkan+korosi+pada+balok+dan+perletakan+jembatan.+Penggunaan+link+slab%0D%0Amenjadi+suatu+alternatif+penyelesaian+masalah.+Perencanaan+ini+dilakukan+pada%0D%0Ajembatan+gelagar+beton+bertulang+tipe+balok+T+bentang+25+m+x+2+sesuai+SNI+No%3A%0D%0A1748-1989-F+Departemen+Pekerjaan+Umum+dengan+menggunakan+metode+klasik%0D%0Ayang+diperkenalkan+oleh+Carner+dan+Zia+Tahun+1998.%0D%0ADari+perencanaan+yang+dilakukan%2C+diperoleh+panjang+keseluruhan+link+slab+sebesar%0D%0A3%2C8+m+dan+panjang+zona+debonding+2%2C55+m.+Tulangan+utama+link+slab+D19-350+mm%0D%0Asedangkan+tulangan+susut+suhu+D12-275+mm.%0D%0AKata+kunci%3A+link+slab%2C+lantai+kendaraan%2C+ECC%0D%0A%0D%0A%0D%0A%0D%0Aabstract%0D%0A%0D%0AThe+construction+of+the+bridge+serves+to+connect+the+broken+road+segment+because%0D%0Aof+an+obstacle+(river%2C+valley%2C+or+highway+that+is+not+crossing+a+plot).+The+structure%0D%0Aof+the+bridge+in+Indonesia+mostly+uses+a+simple+placement+system+structure+which%0D%0Ameans+the+structure+between+the+floor+of+the+vehicle+with+the+abutment+of+one%0D%0Aanother+separated+by+joint.+The+joint+is+usually+closed+using+a+construction+called%0D%0Aexpansion+joint.%0D%0ASome+problems+arising+from+the+use+of+expansion+joints+such+as+the+occurrence+of%0D%0Acracks+on+the+floor+of+the+bridge+vehicle%2C+so+that+water+can+enter+and+cause%0D%0Acorrosion+on+the+beams+and+bridge+placement.+The+use+of+link+slab+becomes+an%0D%0Aalternative+solution+to+the+problem.+This+planning+was+carried+out+on+the%0D%0Areinforced+concrete+girder+bridge+type+T+beam+spans+25+m+x+2+in+accordance+with%0D%0ASNI+No%3A+1748-1989-F+Ministry+of+Public+Works+using+the+classical+method%0D%0Aintroduced+by+Carner+and+Zia+Year+1998.%0D%0AFrom+the+planning%2C+obtained+the+overall+length+of+link+slab+and+the+length+of%0D%0Adebonding+zone+is+3%2C8+m+and+2%2C55+m+respectively.+The+main+reinforcement+of+link%0D%0Aslab+D19-350+mm+while+the+temperature+shrinkage+reinforcement+use+D12-275%0D%0Amm.%0D%0AKeywords%3A+Link+slab%2C+vehicle+floor%2C+ECC&rft.publisher=UNIVERSITAS+LAMPUNG&rft.date=2018-04-19&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F31338%2F1%2FABSTRAK%2520%2528ABSTRACT%2529.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F31338%2F12%2FSKRIPSI%2520FULL.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F31338%2F13%2FSKRIPSI%2520TANPA%2520BAB%2520PEMBAHASAN.pdf&rft.identifier=++OKTARY+PUTRI+AMANDA%2C+1315011088++(2018)+DESAIN+SAMBUNGAN+LINK+SLAB+PADA+JEMBATAN+GELAGAR+BETON+BERTULANG+BALOK+T.++UNIVERSITAS+LAMPUNG%2C+FAKULTAS+TEKNIK+.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F31338%2F