PROBLEM 1 UNIT LOAD METHOD Rigid Jointed Frame | Virtual Work Method | Castigliano's Second Theorem

[@richigamit2304]

Thanks you sir your teaching style is great to better understand 😀

[@rajkumarsah3117]

Thank you so much sir This video is very helpful for me

[@narendarnarain6173]

I don't know Hindi. I am an Electrical engineer. Still understood. Your explanation was superb. Would like to do more problems. Awesome 😊

[@07chaudharipriti76]

Thank you sir.....it's really helpful 🙏

[@cgtechnical90]

Bahut hi badiya explain kiye ho sir.... Thank you!

[@GaneshShegar]

Thanks for your comment , plz don't forget to *SUBSCRIBE* and Share with your friends . Your appreciation always motivate us to do such kind of work

[@MuhammadFahadAli-yz8wg]

Really Helpful. Love you sir!

[@anji2003]

Very nice explanation sir..❤

[@pramodvp7094]

Sir awesome class really superb

[@khukuri9123]

Awesome thanks but i think the second term integration 26:10 was alittle wrong due to an extra bracket in calculator

[@YesScizor]

Same broo

[@SagarX-FF]

Nice explanation ❤

[@anoopbanshiwal]

Thanks sir ji It's helpful

[@garbhitkumawat2172]

At 21:25 it will -negative because it is anti clockwise Not positive

[@animalsrescuewelfarebajor]

Ha bhai -ve hi aayega

[@vaibhavgoswami7756]

awesome explanation.

[@vaibhavsharma7286]

Beautifully Explained Sir.☺️ Thankyou Sir for uploading

[@GaneshShegar]

Thanks for your comment , plz don't forget to *SUBSCRIBE* and Share with your friends . Your appreciation always motivate us to do such kind of work

[@vscreation2831]

very nice

[@shaktimaanrahul3388]

Bhot Acha pdhte ho sir

[@shaktimaanrahul3388]

Love uu sir abhi apki vdo he dekh rha hu

[@rebeccaklutz2349]

Thank u sir...

[@sgsasitharan]

Sir, but to find deflection at a point we need to assign a imaginary load if there is no actual point load acts,, so here at D there is no point load , so we have to assign imaginary load??

[@indrajeetupadhyay6759]

Thank you sir

[@rijutathapa7894]

The value of E AND I is given in the question we just have to multiply both . You are saying its not given ?

[@anoopbanshiwal]

Right

[@neerainbhandari1764]

Ye bada wala h na??? Kya kar sakte h

[@shaktimaanrahul3388]

It's given in the question dear

[@abhaykumarprasad3035]

here E and I are constant for whole frame, so for every member, it is taken as EI

[@honeysaran291]

16:05 VD= -27.5 aayega

[@satyamyadav3570]

E shoud be 210*10^3*10^6 M

[@052-jajatikeshari5]

E and I ka value need nhi tha change karne ke liye ...both are in same cgs unit na .. direct karte to chalta tha na??

[@nikhilchadotra1374]

Beam Keliye ek bhi video Kyu nhi banaya ?

[@BhanuSirEngineeringwale]

Sir please make a video on ild for arches

[@deepaknayak-vm9su]

Sir plzz upload theorem of three moment method....

[@GaneshShegar]

Yes dear I will upload all till 2nd week of April We have to go in series . Slope and deflection start kiya tha to phele vo khatam kar na hai .. it has 40 Mark Weightage

[@pritamsaha2943]

if there is any external moment applied...then at the time of redrawing the structure with unit load do we need to apply unit moment?

[@GaneshShegar]

No . Applying Unit moment is a different Problem. Usually asked in SA-2

[@pritamsaha2943]

@@GaneshShegar oh yes ...means when we need to calculate slope then we have to apply unit moment instead of all external loads at the time of redrawing the structure...is that correct?

[@AahilFreakinIbrahim]

There's a lil galti ..but nice video & very helpful..

[@sumanbhattacharya6726]

Ha age - ve sign tha so ha to - ve hoga..

[@HaseebKhan-gv9ow]

❤❤❤❤❤

[@himanshuchaturya3297]

Tq

[@GaneshShegar]

Thanks for your comment , plz don't forget to *SUBSCRIBE* and Share with your friends . Your appreciation always motivate us to do such kind of work

[@studyonly9080]

M at AE -10x aana chahiye na ??

[@mrprofessorplays3484]

First time i saw that the integration can be done by calculator itself 😅

[@dddghddghjhnbgn]

Little mistake in integration My Actual deflection coming is 8.25396mm

[@ASHISH_IITKGP]

Please discuss the stiffness method or displacement method

[@GaneshShegar]

Yaa sure check this Playlist going to upload complete SA 1 :- kzbin.info/aero/PLYo9pk0CURktTDrTMM2qXAo2-tiEEoAnq

[@aadityagupta2010]

Agar deflection in c pucha to kya hoga

[@LRupamKarmakar]

Nice video but I think unit conversion me thora sa wrong hein

[@parthjethava_22]

Sir iski pdf milegi...??? Please sturcture analysis ke all problems ki...?? Please

[@anandshukla2449]

Starting me VA ko value nhi liya ??

[@shubhamsahu4660]

sir jo region EB ka intigration 240 nhi aa rha h

[@vatsalshah6147]

-6.67 ???

[@raialok8289]

I think m in 3rd case will be 0

[@marutikumar9493]

UDL me 10 KN/m hona chaiya tha tabhi wo 10*4*4/2 hota.

[@dipendramishra1737]

sir I guess you have made a mistake.while using virtual work method we need to remove all the loads but again we have to calculate recxn on support A and support D due to applying horizontal load of 1KN at D.

[@garbhitkumawat2172]

Right

[@mahirajpurohit7922]

Sir EB ki limit 3 - 5 likh sakte h kya

[@GaneshShegar]

Yes Kar sakte hai. Lakin fir uska tarika bhi thoda different hai further Solve Kar ne ke liye ( 0 to 3 and 3 to 5 )

[@mahirajpurohit7922]

@@GaneshShegar sir please video bna skto ho solution ki please sir ❤

[@mahirajpurohit7922]

@@GaneshShegar or mene kra lekin answer nhi aa rha

[@islamicguidelineforeveryon6120]

Sir integrarion without calculator ka ker ka bataoo na sir calculator allow nahi ha exam ma

[@CartoonCharmers]

Second integration ka man -6.67 ayega

[@Himanshu_batra.]

HA. +ve assumption kaise hua jab left se rt.ko +ve maan rhe h ???

[@studyonly9080]

M at AE -10x aana chahiye na ??

[@kundannunia6812]

Unit conversation me galti hay

[@himanshuchaturya3297]

Sir ezam me kause type ka quition aata hai

[@GaneshShegar]

Jo videos banaya hai vo sab University ke he question hy .. Concept samaj jaw . Fir question kese bhi ane do .

[@CartoonCharmers]

Second integration ka man galat h

[@compsmann9196]

English please

[@parasgautam3528]

Wrong

[@kuldeepnanwal4880]

Smajh nhi aaya bhai Ye bta ki Va or vd ki value kese nikal rha h Orr M ki equation kese banaya👎🏻👎🏻👎🏻👎🏻👎🏻👎🏻

[@Murkong-c2q]

bhai tu engineering chor de agar erna bhi nai ata toh

[@naveenprakash6530]

10 me padh bhai tu. ye sab chhod

[@funnyman2877]

Aap nakhun chabate hoo na

[@AbdulHafeez-on3gu]

Hahah

[@shovanbasuli7295]

thank you sir