Reinforced Concrete Structures Park And Paulay Pdf 19 |BEST|
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The third group is the arrangements where the steel reinforcement is arranged along the column axis at the edge of the column where the shear force is concentrated. The fourth group is the arrangements where the steel reinforcement is arranged perpendicular to the column axis at the edge of the column where the shear force is concentrated. In each of these group the different arrangements of shear reinforcement are analyzed under a prestressed concrete based on the superposition method using the beam-column joint code for design.
The various selected arrangements of beam-column reinforcement is subdivided into four groups. The first group is the arrangements where the steel reinforcement is arranged along the column axis. The second group is the arrangements where the steel reinforcement is arranged perpendicular to the column axis.
The paper discuss the analysis and design of king cross steel profile to be implemented as alternative reinforcement in reinforced concrete beam-column joints. With the simplifying assembling the use of king-cross steel profile implants at beam-column-joints as a shear reinforcement could be expected to replace the transversal reinforcement and enhance the joint shear strength. Therefore various arrangements of beam-column reinforcement are studied analytically.
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One of the drawbacks to this approach was that we needed to recompile every time we made even a small change to the code. This slowed everything else we were doing down and because we couldn't always have someone waiting for the application to finish building. 827ec27edc