The effect of fiber distribution on shear and tensile properties of reactive powder concrete(RPC) components under quasi-static load was studied. The aligned steel fiber reinforced reactive powder concrete（ASFRPC） specimen was prepared by electromagnetic field directional device. The effects of fiber direction and fiber length-diameter ratio on the shear properties and splitting tensile properties of steel fiber reinforced reactive powder concrete(SFRPC) specimens with constant random direction distribution were studied by using double-sided direct shear and splitting tensile tests. The results show that under the same conditions， the shear strength， peak shear deformation and shear toughness of ASFRPC specimens are significantly improved compared with those of randomly distributed specimens. ASFRPC specimens show better shear and tensile properties.