Currently looking at designing a slab on grade for a small transformer (40 kips). The slab is currently 18 inches thick (controlled by frost depth) and I am trying to figure out the reinforcement design.
I looked into ACI 360R and they require a minimum of 0.5% to eliminate the need for sawcut...
Hello,
I am working on designing a RCC cantilever beam and this is probably a very beginner's question but I am trying to understand where the critical section is for a RCC cantilever beam. Would it be at the face of the support because there is no compressive force from the support? I have...
Hello,
I am working on designing a RCC cantilever beam and this is probably a very beginner's question but I am trying to understand where the critical section is for a RCC cantilever beam. Would it be at the face of the support because there is no compressive force from the support? I have...
