1. Design a beam that will carry a total load of 300 plf. Limit the span to 18 feet.
2. Design a column that is capable of carrying a load of 50 kips. The length of the column is 16 feet.
3. Design a pad for a column where the total load is 20 kips and the soil bearing capacity is 2000 psf.
4. What is the capacity of a W 10 x 19 if the length is limited to 15 feet?