{"data":{"id":4823,"url":"https:\/\/repo.xbbh.net\/items\/4823","status":"published","type":"thesis","title":"ANALISIS FONDASI TELAPAK\nPADA STRUKTUR TOWER SST 41 M 3 KAKI","title_alt":null,"abstract":"Tower BTS memerlukan fondasi yang kuat dan stabil supaya tower yang\nberdiri tinggi tidak mengalami keruntuhan yang akan membahayakan jiwa\nmasyarakat sekitarnya. Fungsi dari fondasi adalah menyalurkan beban struktur\nkedalam tanah, dengan mengetahui kondisi lokasi yang akan dikerjakan maka\ndalam pelaksanaanya memerlukan suatu jenis fondasi yang tepat supaya mudah\ndikerjakan (workability), aman, nyaman dan ekonomis.\nFondasi yang digunakan pada struktur tower SST 41 m 3 kaki adalah\nfondasi dangkal berupa fondasi telapak.\nHasil analisa struktur tower SST 41 meter didapat gaya tekan = 221,015 kN,\ngaya tarik = 340,250 kN, gaya geser = 21,242 kN, dan momen = 0,884 kN m. Dan\nfondasi yang digunakan fondasi fondasi telapak dengan dimensi 300 x 300 cm\ndengan tebal 45 cm dan kedalaman 250 cm. Stabilitas fondasi didapat faktor\nkeamanan (FK) gaya angkat = 1,087 dan 1,646, FK daya dukung = 1,60, dan FK\ngeser = 10,01. Volume material beton yang didapat adalah 16,19 m3 dan volume\npembesian yang didapat sebesar 2074,63 kg.\nKata Kunci : tower BTS, fondasi dangkal, fondasi telapak, faktor keamanan (FK),\nFK gaya angkat, FK daya dukung, FK geser","abstract_alt":null,"creators":[{"role":"author","family_name":"PRASETYO","given_name":"PRASETYO","orcid":null,"national_id":"2112181142"},{"role":"advisor","family_name":"Siregar","given_name":"Chandra Afriade","orcid":null,"national_id":"0418047301"}],"year":2022,"date_issued":"2022-04-13","publication":null,"volume":null,"issue":null,"pages":null,"publisher":null,"isbn":null,"issn":null,"doi":null,"official_url":null,"institution":"UNIVERSITAS SANGGA BUANA YPKP","id_number":null,"thesis_level":"bachelor","publication_status":"published","refereed":null,"keywords":["tower BTS","fondasi dangkal","fondasi telapak","faktor keamanan (FK)","FK gaya angkat","FK daya dukung","FK geser"],"language":"id","subjects":[],"divisions":[{"code":"22201","name":"S1 Teknik Sipil","pddikti_code":"22201"}],"citation":"PRASETYO, PRASETYO (2022) ANALISIS FONDASI TELAPAK\nPADA STRUKTUR TOWER SST 41 M 3 KAKI. UNIVERSITAS SANGGA BUANA YPKP.","documents":[{"name":"Cover_TA.pdf","section":"cover","mime_type":"application\/pdf","size":22097,"sha256":"4966bf5417cc854c4397d593a92360adb0862f7d10f05684cf709f1b71f01419","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/4823\/files\/10024\/Cover_TA.pdf"},{"name":"Abstrak.pdf","section":"abstract","mime_type":"application\/pdf","size":19158,"sha256":"76e390e80362ee367b27c052a1cf45d6c8dcbb1e3f5605bc081ff5cf2f3f1985","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/4823\/files\/10025\/Abstrak.pdf"},{"name":"BAB_1_PENDAHULUAN.pdf","section":"chapter_1","mime_type":"application\/pdf","size":41755,"sha256":"d9784dce8e14bd0ff579e6caddf2bd5201607386d1e59a1bb9474e8632bc3cf5","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/4823\/files\/10026\/BAB_1_PENDAHULUAN.pdf"},{"name":"Daftar_Pustaka.pdf","section":"bibliography","mime_type":"application\/pdf","size":15750,"sha256":"91b01f0a885d380d008d7b40c78c3dddd70f35c201c85073cba4a135646437d6","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/4823\/files\/10027\/Daftar_Pustaka.pdf"},{"name":"lembar_pengesahan_dan_pernyataan.pdf","section":"front_matter","mime_type":"application\/pdf","size":730778,"sha256":"ea60590624db51e6e284ef9fea97e0594a6a6381a3a99d7f799ce615040cdbc6","access":"public","embargo_until":null,"license":"cc0","url":"https:\/\/repo.xbbh.net\/items\/4823\/files\/10028\/lembar_pengesahan_dan_pernyataan.pdf"}],"published_at":"2024-11-28T03:44:23+00:00","updated_at":"2026-10-31T07:05:22+00:00"}}