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