The concrete cover requirement for the concrete plinth which is cast against the earth is = 75 mm, which is greater than the concrete cover required for the column of the suspended slab above the ground FFL ( the cover is 50 mm), how did you manage to model the rebars of the column above the Ground FFL to be cranked in and flush with dowels coming from the plinth below. I think this will make all sorts of problems for the detailing of the joints above, and will also increase the concrete cover for some elements, this will lower the neutral axis and will jeopardize the serviceability of the concrete caused by large concrete covers.
Thanks for your time and appreciate for sharing your point of view. The maximum cover of 75mm you mentioned is recommended for concrete exposed to chemical contaminated soil. For that case the rebar can be provided with higher cover below Natural Ground Level and cover shall be reduced above NGL. For nominal condition, the code recommending value is between 25mm to 50mm for Beams, so accordingly we can provide our rebar cover to avoid the clashes in joints. Let me know your/anyone thought about this. Thanks!
Again great effort leo and guru 👍
Thank you so much 😀 Thanks for your nice comments Ananadakumar, Keep watching
Good work guru & leo👍
Thanks for your nice comments vinoth subramaniyan, keep watching
Great work.. Well detailed animation.. Keep rocking
Thank you so much 😀 Thanks for your valuable comments lachu, Keep watching
Nice work Leo.
Thanks for your nice comments raja, Keep watching
Next level of Rebar detailing. Good one
Thanks for your nice comments veemal raj, keep watching
excellent.
thanks for your comments rekha jain, keep watching
Super bro
Thanks for your nice comments annalakshmi, keep watching
In 0:56 the column rebar inside the foundation are wrong acording to ACI, they have to go to the inside
The concrete cover requirement for the concrete plinth which is cast against the earth is = 75 mm, which is greater than the concrete cover required for the column of the suspended slab above the ground FFL ( the cover is 50 mm), how did you manage to model the rebars of the column above the Ground FFL to be cranked in and flush with dowels coming from the plinth below.
I think this will make all sorts of problems for the detailing of the joints above, and will also increase the concrete cover for some elements, this will lower the neutral axis and will jeopardize the serviceability of the concrete caused by large concrete covers.
Thanks for your time and appreciate for sharing your point of view. The maximum cover of 75mm you mentioned is recommended for concrete exposed to chemical contaminated soil. For that case the rebar can be provided with higher cover below Natural Ground Level and cover shall be reduced above NGL.
For nominal condition, the code recommending value is between 25mm to 50mm for Beams, so accordingly we can provide our rebar cover to avoid the clashes in joints.
Let me know your/anyone thought about this. Thanks!
Which software do you use to do such animation?
Thanks for your comments dinesh, BIM software
What software are you using for making this 3D animation??
Thanks for your comments, using Autodesk software's like.. naviswork. keep watching