Hi, Rich, I am taking ARE architect licensing exam. I thought your teaching is fantastic. I wonder if you could give us a video regarding how to read steel structure drawings?
Hey Rich. Great example and I appreciate you going through the additional Av-min checks. Can you plan to offer more concrete questions, ie. 2-way slab, corbel, torsion in concrete, or whatever you can think of. Tnx
Hey Rich! Great vid and love it as always but just a heads up, you had your less than sign when it was supposed to be greater than for Av min checks so you actually needed shear reinforcement since 3.7/2 is 1.85 like you had but this is NOT greater than Vu so technically you would need shear reinforcement assuming that your d of 7.5" was correct. Let me know if I'm wrong after a relook but hope this helps. Love your vids and can't get enough of em my man you make it look easy as pie 🥧
Hey Rich; Do you have recommendations how to solve this using the CBT exam provided references? Appears ACI 318 isn't provided, luckily the reinforced concrete equations appear also lacking.
I did some more research and ACI 360 & 330 are considered non structural. I would be curious what you take is on the meaning of non structural. Anyway the slab on grade is designed without rebar using a chart PCA method
