Moment Distribution Method

[@domain3973]

Bhagwan ho Aap 🫡Sir Pore 6 mhine se kitne video dekh li kitna time brbad kiya lekin isa ek lecture nhi mila ...... I cant express my words for you.. Thanks for giving this masterpiece on KZbin... ❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤❤

[@DrawAnywhere]

same here

[@ShabazKhan-ep1sv]

100 vedios dekhi is method ke magar kuch samaj nhi aye . Ap ne bohat achay se samjaya.. I encourage your hardwork... Thanks alot for this much interest. ❤️

[@garbhitkumawat2172]

After watching so many videos...this video helped me a lot Thanks Sir 🇮🇳

[@tarunsaini6487]

sir it is the best class i have seen in youtube. great work .great explaintion . sway analysis of frame is very hard than nonsway and beams analysis and you explain it very awesome way.. Big Thank you sir ❤❤

[@AmanGupta-yi1rt]

Sir aap teacher nhi devta ho , mere external exam me bahot achhe marks aaye . Thank u sir 🙏🙏🙏🙏

[@mdsulaimaan9359]

Thank you So much sir All Doubts are clear from your Single video Thank you so much sir

[@varshadoliya5901]

Very nice explaination 😊 u clear my all doubts

[@pushpanjlimanohre6287]

Thank you sir 😊

[@-RajdeepNath]

BRILLIANT 🔥🔥🔥

[@sudhirsinghnagvanshi7252]

Thankuu so much sir u clear my all doubt. Once again thankuuu

[@topnews910]

Zabadast sir aisa hi tarikha sbhi teacher ko Ana chahiye samjhane ka

[@pritibhatkar6483]

👌👍👍

[@gpkhy5267]

Mind blowing lecture sir

[@indian7609]

Great work bhai

[@shriyasahoo3287]

Thank you Sir....its really helped me a lot

[@TECHNICAONLINELECTURES]

Share to all your classmates.

[@deepakshrestha7974]

sway forces S=0.28 and S'=9.72 are in different direction so correction factor should be negative

[@pasindupiumal9368]

Structural analysis basics and finite element method kzbin.info/door/fZBo0T5G0W_rGYHAXfYIRwvideos

[@manishabodele4035]

Sir... Excellent

[@TECHNICAONLINELECTURES]

Share all your classmates

[@thuzhonovadeo7020]

25:01 -0.28 kese positive hogya

[@sanjaymeena-wx7cs]

Your method is not set in question of ESE 1995 mains exam......problem is creating when we calculate fixed end moment of sway analysis for portal frame one end is fixed and another end is hinged please reply my doubt

[@sadhanasingh8294]

Sir please make a video showing moment distribution for more than 2 members.

[@TECHNICAONLINELECTURES]

Ok I will try.

[@sadhanasingh8294]

@@TECHNICAONLINELECTURES thank you very much sir...as it is important from exams point of view..and it becomes difficult to make moment distribution table for those cases..if possible then please upload it at the earliest.. Thanks for your prompt reply..!!!!

[@dhannjaysahu2789]

Sir tos 2 ke topic ke aur videos banye plz paltics beam analysis se rgpv ke according

[@TECHNICAONLINELECTURES]

Watch Plastic analysis part-3,4 for beam

[@beangamer430]

Sir please do vdiio on portal frame on moment distribution method jsme load dwnwrd aataaahee

[@tinkertin]

Jo question copy me apne show kiya h usme last me jo S ki value aayi h uska direction negative h and phle wale sway ka positive h to jab actual sway nikalenge to directions opposite ho jayegi na?

[@TECHNICAONLINELECTURES]

Dekhiye apn ne jo sign convension use kiya h ..Uske according apna jo non-sway analysis me S ki value (+ve)aayi h yani ki left to right . Fir sway analysis ke liye jo equivalent moment assume jo kiye h wo left to right ke liye(-ve) lete h isliye apna Sway analysis me jo S ki value aayi h wo apposite h . Ab kyuki moment ka sign to hamne le liya h pahle hi S ke according. Isliye finally jb ACTUAL SWAY MOMENT nikalenge to usme sign opposite nhi krenge ..Kyuki sign to apn pahle decide kr chuke h .. And dono hi problem me dekho aap ki ...Non Sway analysis me S ki value or Sway analysis me S ki value ..Dono ek dusre ke opposite h kya .. 1st wale S ke sign or equivalent moment ka sign pe dhyan dijiye .. Shayad aapko samjh aa jaye .. Thank u 4 query ..

[@tinkertin]

TECHNICA ONLINE LECTURES got it thank u 😊

[@TECHNICAONLINELECTURES]

BOX TYPE PROBLEM kzbin.info/www/bejne/g16zfmpmfpmcd7s

[@gadkotfirasti5219]

@@TECHNICAONLINELECTURES sir suppose if there is point load acting on portion AB and BD then, Horizontal forces at A and D can be calculted by same method?

[@TECHNICAONLINELECTURES]

@@gadkotfirasti5219 yes..

[@shivanidahayat9783]

Sir kani's method per video bnaiye

[@TECHNICAONLINELECTURES]

Bana hua hai bahut pahle upload kar diya gaya hai. kzbin.info/www/bejne/f4XOiI2ejtOqh80

[@civilxoxo6884]

Sir ye technical online lecture jo likha h screen k bottom m please iss remove krdo dikhta nai h dang se iski wja se

[@soyalsingh5114]

Sir, which book of structure analysis do you follow?

[@TECHNICAONLINELECTURES]

Theory of structure by S ramamrutham

[@Mukeshpatel-kq8yo]

Sir plz ek hinged wale ke liye bhi notes dal digiye

[@Mukeshpatel-kq8yo]

Thank u so much

[@deekshapatel2805]

sir inclined leg vale qu. b solve krke btaiye naa plz...

[@TECHNICAONLINELECTURES]

Koshish krunga ki video mil jaaye .... thanks for watching & suggestions. Personal doubt clear krne k liye .. Whatsapp pe bhi contact kr sakte h ..Any topic related to Civil Engineering. Video link ko. Jyada se jyada share kre apne friends ko ..Taki better response mile channel ko ..Or hm ese hi sare topic laate rhe ..Aplogo ke liye

[@er.durgeshahirwar1803]

Sir notes ????

[@manishmalviya1636]

Please pdf of this notes

[@rishabhmishra8884]

Bhai ek problem h jo mujhe samjh nhi a rha h

[@bhavitgupta1595]

sign convention mein confuse hua pada hai

[@chiragsingh1127]

.07 ÷2 = .035 toh Apne .04 kese le liya

[@biswadas4256]

Round off karne se 0.4 hoga na

[@dileepkumarverma4769]

Thank you so much sir