Page 1 of 1
а 1. In a four-story structure, an exterior column is to be designed for a unfactored axial dead load of 80 kips, unfact
Posted: Sun May 08, 2022 9:08 pm
by answerhappygod
- 1 (28.94 KiB) Viewed 37 times
а 1. In a four-story structure, an exterior column is to be designed for a unfactored axial dead load of 80 kips, unfactored axial live load of 90 kips, unfactored dead load moment of 35 kip-ft and unfactored live load moment of 65 kip-ft. A structural engineer designed the column with dimensions b=12 in, and h=15 in., and 8 No. 9 bars, as shown in the following figure. Determine if the design is safe. Also, design the tie reinforcement and spacing for the column. Use fe = 4 ksi and fy = 60 ksi. (40 points) 15 in 12 in 12 in.