Problem 4: Analysis of beam with sinking of support using kani's method|5th sem|M3|18CV52|S5

[@sandeepannareddy2583]

Thank you sir .
It's very useful for semester exams

[@showkethaneef3998]

Really fabulous teaching

[@sagaram5374]

Superb teaching skills sir

[@bindubr1155]

Awesome teaching sir!

[@mitmysorecivil9178]

thank you

[@govindarajubs2925]

Thanks🙏

[@rowhannayaz9294]

Sir pls cross check ur values

[@adnanzafar8180]

sir, which formula for k is right? I/L or 4EI/L?

[@prakiiff5850]

Prefee I/L maximum than 4EI/L

[@shivayadav-zc9wp]

EI value should be in N/mmsquare

[@Dee2Bee9-23]

Sir, Can there b any rotation near supports

[@mitmysorecivil9178]

yes but not for fixed supports

[@rohithraj8589]

While finding Mfab 6EI∆/l^2 is not equal to 40,it is 40×10^6
Once check it sir and reply me sir

[@rowhannayaz9294]

U ar right dude, he has done a lot of mistakes

[@vikas59ful]

EI=2.4×10 power 4. NOT 10 power 10.

[@B4UCEW4YN3_10]

Thanks ..