Simplified Design for Columns - Simplified Design of Reinforced Concrete Buildings - page 166

200 My (k-ft)

100

1

Mx (k-ft)

-200 -100 100 200

-100

-200

P = 360 kip

Figure 5-12 Moment Contour for 14 x 14 in. Column at φ P n = 360 kips