?url_ver=Z39.88-2004&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Adc&rft.title=ANALISIS+DAYA+DUKUNG+PONDASI+TIANG+PANCANG+PADA+PROYEK+PEMBANGUNAN+GEDUNG+HOTEL+15+(LIMA+BELAS)+LANTAI&rft.creator=Lucia+Nathania+Christine+Amelinda%2C+08550110+26&rft.subject=+&rft.description=ABSTRAK%0D%0A%0D%0A%0D%0ATiang+pancang+berfungsi+untuk+memindahkan+atau+mentransferkan+beban+%E2%80%93+beban+dari+konstruksi+di+atasnya+(uper+structure)+kelapisan+tanah.+Analisis+konstruksi+gedung+ini+dilakukan+dengan+menggunakan+permodelan+struktur+3D+dengan+bantuan+software+SAP2000.+Perhitungan+kapasitas+daya+dukung+tiang+pancang+per+lapisan+dari+data+Standard+Penetration+Test+(SPT)+menggunakan+metode+Meyerhof.+Berdasarkan+daya+dukung+ultimit+tiang%2C+pondasi+tiang+pancang+dengan+dimensi+50+x+50+cm+memiliki+daya+dukung+yang+besar%2C+sehingga+dapat+memikul+beban+yang+bekerja.+Dari+hasil+perhitungan+diperoleh+nilai+Qu+izin+sebesar+4.264+kN+dan+jumlah+tiang+pancang+sebanyak+478+buah+tiang.+Berdasarkan+daya+dukung+ultimit+tiang%2C+pondasi+tiang+pancang+dengan+dimensi+50+x+50+cm+memiliki+daya+dukung+yang+besar%2C+sehingga+dapat+memikul+beban+yang+bekerja.+Berdasarkan+pembebanan+pada+pondasi+kelompok+tiang+pancang%2C+hasil+yang+diperoleh+tidak+melebihi+daya+dukung+ultimit+tiang%2C+sehingga+aman+untuk+digunakan.+Pondasi+tiang+pancang+tidak+mengalami+penurunan+yang+besar%2C+sehingga+aman+untuk+memikul+beban+diatasnya.+Dimensi+dan+penulangan+pile+cap+yang+diperoleh+berbeda+%E2%80%93+beda+sesuai+dengan+banyaknya+jumlah+tiang+pondasi+dibawahnya.%0D%0AKata+Kunci%3ADaya+Dukung%2C+Pembebanan%2C+Penulangan+dan+Pile+Cap.%0D%0AABSTRACT%0D%0A%0D%0AThe+function+of+pile+foundation+is+to+transfering+the+loads+og+construction.+Analysis+of+the+building+construction+was+done+by+using+a+3D+structure+modeling+of+SAP2000+software.+Calculation+of+bearing+capacity+of+pile+per+layer+is+from+Standard+Penetration+Test+(SPT)+data+based+on+Meyerhof+method.+Due+to+ultimate+bearing+capacity+of+the+piles%2C+piling+foundation+with+dimensions+of+50+x+50+cm+has+a+large+bearing+capacity%2C+so+that+it+can+carry+the+load+that+works+on+it.+From+the+results+of+calculations%2C+it+is+found+that+Qu+permit+is+4264+kN+and+the+number+of+piles+is+478+pieces.+Based+on+the+load+on+the+piling+foundation%2C+the+results+obtained+do+not+exceed+the+bearing+capacity+of+ultimate+piles%2C+making+it+safe+to+be+used.+Piling+foundation+did+not+sustain+to+large+settlement%2C+so+that+it+is+safe+to+carry+the+load+on+it.+Dimensions+and+reinforcement+for+pile+cap+obtained+are+different+in+accordance+with+the+number+of+pile+foundations+underneath.%0D%0AKeywords%3Abearing+capacity%2C+load%2C+reinforcementandpile+cap.&rft.publisher=FAKULTAS+TEKNIK&rft.date=2013-03-11&rft.type=Skripsi&rft.type=NonPeerReviewed&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F1%2F1.%2520Cover.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F2%2F2.%2520ABSTRAK.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F3%2F3.%2520COVER%2520DAN%2520PENGESAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F4%2F4.%2520DAFTAR%2520RIWAYAT%2520HIDUP.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F5%2F5.%2520MOTTO.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F6%2F6.%2520PERSEMBAHAN.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F8%2F7.%2520SANWACANA.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F7%2F8.%2520Daftar%2520Isi.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F9%2F10.%2520Daftar%2520Gambar.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F10%2F9.%2520Daftar%2520Tabel.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F11%2FBab%2520I.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F12%2FBab%2520II.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F13%2FBab%2520III.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F16%2FBab%2520IV.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F14%2FBAB%2520V.pdf&rft.format=text&rft.identifier=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F15%2FDaftar%2520Pustaka.pdf&rft.identifier=++Lucia+Nathania+Christine+Amelinda%2C+08550110+26++(2013)+ANALISIS+DAYA+DUKUNG+PONDASI+TIANG+PANCANG+PADA+PROYEK+PEMBANGUNAN+GEDUNG+HOTEL+15+(LIMA+BELAS)+LANTAI.++FAKULTAS+TEKNIK%2C+UNIVERSITAS+LAMPUNG.+++++&rft.relation=http%3A%2F%2Fdigilib.unila.ac.id%2F5694%2F