In: Civil Engineering
Prompt: Design the representative column for the factored axial load only. Assume pin connections top and bottom. If you want, you might consider designing for 75% of capacity, to allow for remaining capacity for the lateral loads to be determined in the future.
I'm Suppose to design a Concrete Column; many assumptions can be made, such as type/strength of concrete. The calculated axial load: Pu= 88.2 Kips