Question

Problem (3): Given: A 24"X24" column has been designed using the following diagram. The axial load on the column is Pn-1,200 kips, and the steel ratio is p-0.03. Using the following diagram, determine the load eccentricity (e), and the maximum design moment the column could resist ($Mn). (4 points) 2.0 DIAGRAM R460.9 0.08 1.8 1.6 1.4 0.25 o. 0.50 0.75 0.6 1.0 0.4 = 0.0035 0.2 e, 0.0050 0.0 0.00 005 0.10 0.15 0.20 025 0.30 035 0.40 045 0.50

Answer 1

Sol 1200× lo S 2 f. Ά Dr イaw 0.32 mon ta nan draw a ak o.Q3 o.23 n e 1 2 1200 Pn 12 688.04 k-f*