ANALISIS PERHITUNGAN ULANG DAYA DUKUNG PONDASI TIANG PANCANG GEDUNG J UNIVERSITAS MUHAMMADIYAH PURWOKERTO

BAHTIAR, ALDITA (2020) ANALISIS PERHITUNGAN ULANG DAYA DUKUNG PONDASI TIANG PANCANG GEDUNG J UNIVERSITAS MUHAMMADIYAH PURWOKERTO. Bachelor thesis, UNIVERSITAS MUHAMMADIYAH PURWOKERTO.

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ALDITA BAHTIAR COVER.pdf

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ALDITA BAHTIAR BAB I.pdf

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Abstract

When build a building, footing is the first thing that should be build before other structure, like coloum, beam and the last part is roof. The aim of this research is to know the bearing capacity in J building’s pile foundation at Muhammadiyah University Of Purwokerto after build additional floor from the first plan is only five floors become six floors. Using Meyerhoff method and secondary data which was get from the previous research and also from the building’s planning as the object of the research, its CPT data. Based on analysis result, value was gotten for three types of foundation where the result for P1 is “not safe enough” with the value of load P = 2925,84 kN higher than bearing capacity of foundation Qa = 2.651,93 kN. Meanwhile the result for other types is “safe” with value of load P = 2348,09 kN lower than bearing capacity Qa = 2.651,93 kN for P2 foundation and value P = 1491,93 kN lower than bearing capacity Qa = 1.988,95 kN for P3 foundation.

Item Type: Thesis (Bachelor)
Uncontrolled Keywords: Bearing Capacity, Pile Foundation
Subjects: T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Fakultas Teknik > Teknik Sipil S1
Depositing User: Danarto Kh
Date Deposited: 30 May 2022 07:33
Last Modified: 30 May 2022 07:33
URI: https://repository.ump.ac.id:80/id/eprint/11735

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