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The document provides details of a column section design analysis for an Indian concrete building project based on IS 456-2000 standards. It analyzes an 800x800mm column at level B-1 using the UDCON2 load combination with specified material properties. The analysis finds the column can resist an axial load of 15825.566kN and bending moments of 493.230kNm and 3.047kNm for the major and minor axes respectively based on the rebar area and percentage provided. Effective length factors and additional moment redu

Author

Ravi Shankar

Language

EN