DESIGN OF CANTILEVER BEAM

[@sprasanna1979]

what is the formula for calculating ast for doubly reinforcement

[@CIVILTECHFORUM]

There you need to calculate Ast1 & Ast2

[@CIVILTECHFORUM]

Shared in channel.. Please check..

[@shyamalkumar4767]

live load 3.5 KN/m is enough. 20KN/m is for heavy heavy structures.

[@venkateswarlus384]

Very nice and simple,but my request for new members please tell coefficients and constants , because we long back of college life.Thank You

[@terguliruk2224]

Sir in developmental length won't sigma(stress) be 230 for fe 415 steel...??

[@CIVILTECHFORUM]

0.87 fy... Whichsever u r using..

[@CIVILTECHFORUM]

0.87 fy... Whichsever u r using..

[@venkateswarlus384]

How we will take this print sir

[@anuragbhati7589]

Design a cantilever beam projecting 2 m from the beam with a live load of 3 Kn/m2

[@CIVILTECHFORUM]

Ok.. 3Kn /m

[@CIVILTECHFORUM]

I will upload video in this channel by tomorrow.. please subscribe using below link kzbin.info/door/X2PHrxzstG_N36lPwilapg

[@anuragbhati7589]

@@CIVILTECHFORUM it's urgent

[@anuragbhati7589]

@@CIVILTECHFORUM please🙏

[@CIVILTECHFORUM]

Sure

[@ragibaslam3998]

👍👍👍👍

[@teddybear4370]

L/d for cantilever is 7 sir why you take 5 plz explain

[@CIVILTECHFORUM]

that is maximum value of L/d ratio..

[@CIVILTECHFORUM]

for safer side we have taken 5.. so that beam will be safe under deflection check... even u can take 7 also.. but the beam should be safe under deflection..

[@theexecutioner3510]

Bro pls solve more type of cantilever beam solutions.

[@CIVILTECHFORUM]

sure

[@theexecutioner3510]

@@CIVILTECHFORUM why different books have different solutions?. I have BC punmia and Ramamrutham, both of them have slightly similar solutions but yours is simple and easier.

[@theexecutioner3510]

Which book did you refer?

[@CIVILTECHFORUM]

referred many books and came to this conclusion..

[@theexecutioner3510]

@@CIVILTECHFORUM I have one unsolved problem. How shall I send it to you?

[@DapiaZumshakMNIOB]

interesting

[@Rimjhimvideo]

Thanks you