At 17:155 you add in the safety factor by multiplying 199.37x1.5. How did it become less at 179.05? Shouldn't it be 299.055? Even if it was 179.05x1.5, it is still still 268.575. Did I miss something?
because prior to that he divided 477.84 by 4 and got 199.37 when he should have gotten 119.37. bad engineers are bad at math. maybe why hes trying to start a youtube career. to many real world mistakes
Sir, l have one small doubt, total weight of steel in kg it is not calculate in this problem, so, why are you not do the steel quantity? Please explain clear the doubt. (D^2/162 × total running meter)
In this case do not distribute same load on column because it is not square slab.same load on four column if square sape, sir.it's figure is two way slab
I am civil engineer but after 20 years I know it thanks for the channel...
you are a civil engineer but didnt see the mistakes in the video?? you are either lying or as bad an engineer as this guy.
very informative topic.
U also tell the footing rcc thickness..?
Nice pls continue for reinforcement for this building . Fine sir
ok
At 17:155 you add in the safety factor by multiplying 199.37x1.5. How did it become less at 179.05? Shouldn't it be 299.055? Even if it was 179.05x1.5, it is still still 268.575. Did I miss something?
because prior to that he divided 477.84 by 4 and got 199.37 when he should have gotten 119.37. bad engineers are bad at math. maybe why hes trying to start a youtube career. to many real world mistakes
👍
Sir, l have one small doubt, total weight of steel in kg it is not calculate in this problem, so, why are you not do the steel quantity? Please explain clear the doubt. (D^2/162 × total running meter)
If so why do we need to know bending moment?
In this case do not distribute same load on column because it is not square slab.same load on four column if square sape, sir.it's figure is two way slab
15:32 477.48/4=119.37..?
477.48/4 = 199.37?? this is why you are indian engineer. not australian.
Sometime this mistake happen, you should prefer method. Every one do mistake. Sorry for this