In determining pile bearing capacity, static load testing is still considered a highly reliable method and can be used to verify pile load calculations by other methods (BS EN 1997-1:2004, 7.4.(1)P). In practice, often difficult to define an ultimate limit state from a load settlement plot showing a continuous curvature (BS EN 1997-1:2004, 7.6.1.1(3)). Therefore, the determination of pile load capacity from static compression test results is currently not consistent among standard systems. Besides, each standard stipulates different pile static compression test procedures leading to different methods of determining pile load capacity. The article practices calculation of pile load capacity from static compression test results by different methods, thereby comparing the results and making comments.