Design a square tied column to carry axial service loads of 320 kips dead load and 190 kips live load. There is no identified applied moment. Assume that the column is short. Use f’c =4000 psi and fy = 60,000 psi. Also, draw the flexural and shear reinforcement on a sketch. Case 3: Design of Short Columns - Small Eccentricity Design a square tied column to carry axial service loads of 320 kips dead load and 190 kips live load. There is no identified applied moment. Assume that the column is short. Use f'c-4000 psi and fy 60,000 psi. 16 5 cover 16" . _ #3 ties @ 16" ас. #10 bars Figure 3.1 Tied Column Case 3: Design of Short Columns - Small Eccentricity Design a square tied column to carry axial service loads of 320 kips dead load and 190 kips live load. There is no identified applied moment. Assume that the column is short. Use f'c-4000 psi and fy 60,000 psi. 16 5 cover 16" . _ #3 ties @ 16" ас. #10 bars Figure 3.1 Tied Column
-
Engineering 2022-05-15 19:04:59