In: Civil Engineering
Q.2. Design a square footing for a 16-in. square interior column with an ultimate dead load = W1 (k) and an ultimate live load = W2 (k). Take fy=60,000 psi, fc=4000 psi, normal weight, and qa= (w) psf. Assume the base of the footing is h (ft.) below grade. Draw the reinforcement detail also. Check for one way and two way shears with the support of diagram.
Student shall take the data given below in the table against their name.
Ultimate PD=W1 (k) |
Ultimate PL=W2 (k) |
qa (w) psf |
Base of footing below the ground h (Ft) feet |
220 |
200 |
4500 |
4 |
Answer by ACI code requirements