Answer Happy

Posted: **Sat May 21, 2022 1:07 pm**

: Reinforcement Detailing T T 35 35 7 15 105 Reinforcement Detailing 3 6 C C 1 (40.62 KiB) Viewed 15 times

Design one way continous slab using ACI coefficient methods ACI
moments.Assume loading conditions.Picture 1 should be solved
Reinforcement detailing T + T 35 + 35 7@15=105
Reinforcement detailing #3@6 c/c

Answer Happy

Reinforcement detailing T + T 35 + 35 7@15=105 Reinforcement detailing #3@6 c/c

Reinforcement detailing T + T 35 + 35 7@15=105 Reinforcement detailing #3@6 c/c