Analisis Struktur Pondasi Konstruksi Sarang Laba-Laba (KSLL) Pada Gudang Pabrik NKI Bandung

Abstract

Foundation is part of a building which has a big role in maintaining the building rigidity. Rigidity of foundation depend on soil bearing capacity. Therefore analysis of structure foundation is so important in building design, including the bearing soil pressure to convince there is no failure in building. Purposed of this research is to analyze the structure of cobwebs foundation. SAP2000 is used for modeling structure which analysis of structure foundation by manual calculation. Based on calculation has been conducted, bearing capacity of foundation KSLL (qa) is 110.925 t/m2, soil pressure maximum (qmax) is 15.440 t/m2, soil pressure caused by building loads (ΔP) is 10.985 t/m2, soil pressure effective is 15.821 t/m2 and total settlement (St) is 1.820 m.