Design a round spiral column to support an axial dead load D of 400 kips and an axial live load L of 650 kips. Initially assume that $1%$ longitudinal steel is desired. $f_{c} = 6000 psi$ and $fy = 60, 000 psi$ .

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Design a round spiral column to support an axial dead load D of 400 kips and an axial live load L of 650 kips. Initially assume that

1%

longitudinal steel is desired.

f_{c} = 6000 psi

and

fy = 60, 000 psi

.

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