About this document
Daya Dukung Tiang by ncmproyekpatrajasa is a document available to read on EtoBox.
The document provides calculations for the bearing capacity of a PC1 type pile foundation based on SPT data. It includes factors such as soil type, depth, and friction values, leading to a calculated ultimate load (QU) of 105.41 kN and a safety factor (SF) of 3. The total allowable load (QALL) is determined to be 38 tons.
- Author
- ncmproyekpatrajasa
- Language
- EN