The Analysis of Type L Joint Precast Beam Concretea

Research precast beam type L shape has produced strength of flexure where it was jointed at middle span with shape. Problem about and deflection joint Type Aim this research determined such maximal load would be apllicated. Precast consist two P1 P2 were tested point applicated. This have data P2. 28,44 mm maximum 11,21 Ton. 26,71 11,76 Except that data, also chart versus behavior less for ductility approximately du/dy 1,17, deformation inelasticity not seem. That occur because overlapping concrete span.