Question: A 2 6 1 6 column is to be designed using 8 # 1 0 longitudinal bars of same size as shown in

A 26"16" column is to be designed using 8#10 longitudinal bars of same size as shown in the cross-section below. Calculate the design axial and moment ( Pn and Mn) capacity of the member that corresponds to balanced condition.
NOTES:
Material Properties: fc'=3500 psi, fy=60000 psi
Use 2" clear cover to the longitudinal bars.
A 2 6 " 1 6 " column is to be designed using 8 #

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