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@article{160969,
        author = {HARINARAYANAN N and Dr.K.SUDHA},
        title = {DESIGN OF A RCC STRUCTURE SUPPORTED ON A SINGLE COLUMN  },
        journal = {International Journal of Innovative Research in Technology},
        year = {},
        volume = {10},
        number = {2},
        pages = {225-230},
        issn = {2349-6002},
        url = {https://ijirt.org/article?manuscript=160969},
        abstract = {In this project, an RCC structure supported on a single column is designed and analysed. In this work, structural modelling, stress, bending moment, shear force, and displacement design concerns for a structure are presented. The structure is STAAD Pro analysed.  Designing an RCC structure supported by a single column using STAAD Pro entails a number of steps, including geometric modelling, providing material and section properties, fixing supports and boundary conditions, providing loads and load combinations, special commands, analysis specification, and Design Command.
In static analysis, the impact of plan geometry is significant. The highest possible values for stresses, bending moments, shear forces, and displacements are shown. Self-weight, floor load, wind load, and earth quake load were the loads taken into account in the current analysis. In both instances, the floor load was applied perpendicular to the RCC structure. Comparisons between RCC single columns and RCC multi columns are made.
},
        keywords = {},
        month = {},
        }