2015 : Shear Behavior of Joint The Partial Prestressed Concrete Beam-Column Reinforced Concrete of Ductile Frame Structure Building In a Scure Residents and for Settlement Environment

Prof.Dr.Ir. I Gusti Putu Raka


Abstract

Concentration of this study is to create a Specimens model of Joint Interior Beam-Column using Partial Prestressed Concrete Beams elements connected with Reinforced Concrete Column. Design capacity of Beam-Column Joint Shear is the horizontal shear reinforcement in the form of stirrups Ã? 10-50 mm to fill the empty space bj= 288 mm. The capacity Shear that can be deployed by the cross bar= 103.62 kN. Total shear force that is capable of detained by the beam-column joint structures are Vjh= 409 kN.