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This document summarizes the design of an interior column. Key points include: 1) The column has a moment capacity of 12994320 kgmm and moment of 4842060 kgmm. 2) The calculated eccentricity is 2110.76963061629 mm, which is greater than the minimum of 27 mm. 3) The moment capacity of the column is calculated as 17293732.221652 kgm, and axial capacity is calculated as 4915.8558956344 kg, less than the factored loads. 4) Shear reinforcement is designed to resist the calculated shear force.

Author

Kurniawan Pitta

Language

EN