Hi Thanks for the video. I believe that in many residential project you sometimes have a partly continuous and a partly discontinuous side to one or more of the edges of a slab panel. My understanding is that you choose which option yield the highest coefficient be it a continuous one or a discontinuous one and then act on it. My question concern slecting B1 over B2 bars. Normally B1 spans ACROSS the shorter span (lx) and B2 spans ALONG the longer span (Ly). However there are situation where this cannot be applied. Can you please explain those exception with some details in a video? Also with canopy or edge to a slab on all sides, you have to decide which bars become T1,T2 in the slab and some T1 slabs will actually be T2 bars? Thanks for commenting on this.
But must not be less than minimum steel specified by code. It is best practice to provide to steel at the top edges of the slab panel even if it's theoretically not required
Hi Thanks for the video. I believe that in many residential project you sometimes have a partly continuous and a partly discontinuous side to one or more of the edges of a slab panel. My understanding is that you choose which option yield the highest coefficient be it a continuous one or a discontinuous one and then act on it. My question concern slecting B1 over B2 bars. Normally B1 spans ACROSS the shorter span (lx) and B2 spans ALONG the longer span (Ly). However there are situation where this cannot be applied. Can you please explain those exception with some details in a video? Also with canopy or edge to a slab on all sides, you have to decide which bars become T1,T2 in the slab and some T1 slabs will actually be T2 bars? Thanks for commenting on this.
Great videos,Do you have any videos for Singly and doubly reinforced beams sir??
Thank you good work can you please make video for design of flat snd ribbed slabs
Yes, soon
thanks sir
put more lessons in rcc design
I request you to design shear reinforcements in beams
Ok
Hello Sir, I'm doing Diploma in Building technology and how do we estimate the live loads of different slabs or beams?
Thank you
to find As is the denominator 0.87fyZ or 0.95fyZ?
hi, if all 4 edges are dicontinuous, do we need to provide top steel?
Yes, at least 50% of bottom steel reinforcement
But must not be less than minimum steel specified by code. It is best practice to provide to steel at the top edges of the slab panel even if it's theoretically not required
@@GodwinSholaconciseinfo thanks for the confirmation. very well-explained video.
👍🏽👍🏽👍🏽