Study on Calculation of Foundation Strength Structure of STAIN College Building, Sultan Abdulrahman, Bintan Islands

M. Husni Malik Hasibuan (Universitas Islam Sumatera Utara, Medan, Indonesia)
Diana Suita (Universitas Harapan (UNHAR), Medan, Indonesia)
Simon Petrus Simorangkir (Universitas Asahan (UNA), Kisaran, Medan, Indonesia)
Johan Oberlyn Simanjuntak (Universitas HKBP Nommensen Medan, Indonesia)

IJISTECH (International Journal Of Information System & Technology)
Vol 6, No 4 (2022): Decembar

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.