This aim of the paper is the study on the analysis and design of spun pile foundation in cohesion less soil. This foundation describes the axial force, bending moment, lateral deflection due to seismic load, pile working load and settlement. The pile working load compares the result of pile applying load by analyzing ETAB software. The two results of pile settlement are gained by using Brom:s method and by analyzing ETAB software. To design the foundation, the super structure of sixteenth storeyed R.C building with basement is analyzed by applying E-tab software. According to the result of unfactored load of superstructure, the same number of pile is divided into four groups. Allowable bearing capacity is gained from the soil report of Inya Lake Residence Project in Yangon. The allowable bearing capacity of soil is calculated by Myerhof’s and SPT methods. The size of spun pile is used outside diameter 16? and thickness 3? slender shape. The pile working load from materials for spun pile is 60 tons. The required length for 60 tons spun pile regard to 85 ft according to calculation of the allowable bearing capacity .The analyzing result and calculations of deflection and settlement is lesser than the allowable limits. The analysis and design of spun pile foundation in cohesion less soil is available for the sixteenth storeyed building.