Sir, You have created one of the best material I have seen in my search for over 6 months. Somehow I happened to land on your site. My good luck. I pray God that he blesses you well in life for doing aucha good service to community 🙏
8:47 you just made a mistake sir, you said total quantity (kg) will be the multiplication of (dia. of bars x nos. x length x weight per meter) Here we will not consider diameter we will only consider (nos. x length x weight per metre) @balasubramanianr3423
Thank u very much sir, with the help of your tutorial I was able to calculate the number of steel for a client last week. God bless u more abundantly for impacting such knowledge at no cost.
This is obvious.... Length of distribution bars will be equal to slab span + development length.... Development length is the portion of bar which is anchored inside the beams on either ends of the bar. It should be noted that, slab span is the beam inner to inner distance. Regards!
Hooks are provided where the required length is not available to satisfy the development length requirements. In those cases the anchorages are provided in form of hooks.
quantity is supposed to equal to the multiplication of 1,2,3 and 4 th column? but doing so 12 X 34 X 2.97 X 0.9 = 1090.58 not = 89 ? Could You kindly explain or anything that I am misunderstood ?
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Sir, You have created one of the best material I have seen in my search for over 6 months. Somehow I happened to land on your site. My good luck. I pray God that he blesses you well in life for doing aucha good service to community 🙏
8:47 you just made a mistake sir, you said total quantity (kg) will be the multiplication of (dia. of bars x nos. x length x weight per meter)
Here we will not consider diameter we will only consider (nos. x length x weight per metre)
@balasubramanianr3423
Thank u very much sir, with the help of your tutorial I was able to calculate the number of steel for a client last week. God bless u more abundantly for impacting such knowledge at no cost.
Very nice presentation👍👏
Excellent
v-nice
Very very good videos for useful sir thanks
Most welcome
that is excellent and good explanation thank you
You are welcome!
❤️❤️❤️❤️❤️
Hello. Nice content in your videos. Please do one video on how to calculate the size of reinforcement and stirrups for a given structural member?
Hello, how do you obtained wt/m ?
Hi, for main bar calculation why do we subtract (2 x 45 bend)?
Sir ld taken 40d or depend on width of beam and column ?
Good, but is it true if slab thickness is 20 cm.
Sameway reinforcement
Why cover is not deducted while calculating of slab cutting length Lx n Ly?
One way two ka formula longer span/shorter span hota h....
Sir distribution bar length is more than slab lengh is it correct
Because I'm asking distribution bar is straight
This is obvious.... Length of distribution bars will be equal to slab span + development length.... Development length is the portion of bar which is anchored inside the beams on either ends of the bar. It should be noted that, slab span is the beam inner to inner distance.
Regards!
Whey hook is not provided on ends of bar ...?
Hooks are provided where the required length is not available to satisfy the development length requirements. In those cases the anchorages are provided in form of hooks.
Sir two way slab k bare me btaye detail me
Video published already
quantity is supposed to equal to the multiplication of 1,2,3 and 4 th column?
but doing so 12 X 34 X 2.97 X 0.9 = 1090.58 not = 89 ?
Could You kindly explain or anything that I am misunderstood ?
It's actually the multiplication of unit wt, Length of each bar & Number of bars
@@CivilTutor Thank you sir!, great work👍