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This document summarizes the column section design of a concrete frame using ACI 318-08. It provides details of column C8 including its section properties, material properties, design code parameters, axial and moment forces, shear design values, and beam to column capacity ratios. The column has a square cross section of 250 mm, rebar area of 2225 mm2, and is designed for an axial load of 159332.1 N and bending moments of -12050481 N-mm and -114160894 N-mm.

Author

juanda sinaga

Language

EN