This study is relative exploratory on property study on self-compacting concrete with hybrid fiber under pressure and split tractable stacking. The shape compressive strength and chamber split rigidity of regular concrete and half breed fiber built up not set in stone in the lab. The M35grade of substantial blend and mono fiber of length 120mm for volume portion of 0.0%, 0.25%, 0.5% and pleated steel fiber of length 13mm and its width 0.25mm at volume of 0.0%, 0.25%, 0.5% and adding a mineral admixture silica flour were utilized in the exploration. Every one of the examples were tried at restoring period of 7days and 28 days. It was proposed to concentrate on the compressive strength, split elasticity for all examples with various blends and different level of strand.