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All Journal IJISTECH (International Journal Of Information System & Technology) IJISTECH
Diana Suita
Universitas Harapan (UNHAR), Medan, Indonesia
Computer Science & IT Decision Sciences, Operations Research & Management Electrical & Electronics Engineering Engineering Social Sciences

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Study on Calculation of Foundation Strength Structure of STAIN College Building, Sultan Abdulrahman, Bintan Islands M. Husni Malik Hasibuan; Diana Suita; Simon Petrus Simorangkir; Johan Oberlyn Simanjuntak
IJISTECH (International Journal of Information System and Technology) Vol 6, No 4 (2022): Decembar
Publisher : Sekolah Tinggi Ilmu Komputer (STIKOM) Tunas Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30645/ijistech.v6i4.258

Abstract

Based on the results of the analysis obtained 1). Axial force on F 1 Single Pile pile 1178.91 ≤  1200.00. And the lateral force on the pile obtained 14.51 ≤  24.88 2). Axial force on piles F 1 Single Pile Axial force on piles 275.13 ≤ 400.00. And the lateral force on the pile obtained 0.62 ≤  17.77. The difference between the two F1 Single Piles lies in the axial force of the column due to factored load, Puk = 1116.13 Kn, x-direction moment due to factored load. Mux = 18.85 kNm, Y direction moment due to factored load. Muy = 29.85 kNm,  And the other F1 Single Pile data: Column axial force due to factored load, Puk = 247.02 Kn, Moment x direction due to factored load. Mux = 0.00 kNm. The y-direction moment due to factored load. Muy = 0.00 kNm, and the axial force on the pile F2 is 648.29 ≤  1200.00. And the lateral force on the pile is 4.27 ≤  24.88. Thus, the construction is safe on the axial force on the pile and the lateral force on the pile. And F1 Single Pile remains safe even though the moment of direction due to different factors. Due to the location of the design F1 Single Pile.
Study on Calculation of Foundation Strength Structure of STAIN College Building, Sultan Abdulrahman, Bintan Islands M. Husni Malik Hasibuan; Diana Suita; Simon Petrus Simorangkir; Johan Oberlyn Simanjuntak
IJISTECH (International Journal of Information System and Technology) Vol 6, No 4 (2022): Decembar
Publisher : Sekolah Tinggi Ilmu Komputer (STIKOM) Tunas Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30645/ijistech.v6i4.258

Abstract

Based on the results of the analysis obtained 1). Axial force on F 1 Single Pile pile 1178.91 ≤  1200.00. And the lateral force on the pile obtained 14.51 ≤  24.88 2). Axial force on piles F 1 Single Pile Axial force on piles 275.13 ≤ 400.00. And the lateral force on the pile obtained 0.62 ≤  17.77. The difference between the two F1 Single Piles lies in the axial force of the column due to factored load, Puk = 1116.13 Kn, x-direction moment due to factored load. Mux = 18.85 kNm, Y direction moment due to factored load. Muy = 29.85 kNm,  And the other F1 Single Pile data: Column axial force due to factored load, Puk = 247.02 Kn, Moment x direction due to factored load. Mux = 0.00 kNm. The y-direction moment due to factored load. Muy = 0.00 kNm, and the axial force on the pile F2 is 648.29 ≤  1200.00. And the lateral force on the pile is 4.27 ≤  24.88. Thus, the construction is safe on the axial force on the pile and the lateral force on the pile. And F1 Single Pile remains safe even though the moment of direction due to different factors. Due to the location of the design F1 Single Pile.
Co-Authors Johan Oberlyn Simanjuntak M. Husni Malik Hasibuan Simon Petrus Simorangkir