sir nice explaination with full concepts. Can you please share the pics of the notes in a comment
@mkmmkm89764 ай бұрын
For beams?
@abdullahirfan9257 Жыл бұрын
5:54 py jahan matrix show ho raha mateix k ander first value wahan c^2 ho ga 0.70^2= 0.49 apny 1.41 kese likha?
@allaboutcivilengineeringco417 Жыл бұрын
Yes brother, Calculation ma ho sakta ha koi mistake hoi ho maray say but step by step procedure is right enough that you can follow these steps to solve numerical on matrix stiffness method. Main thing here is to explaination of process, yes in member 5 and 6 there is calculation mistake as you have mentioned.❤
@CricketLife66666 Жыл бұрын
Can you please share the pics of the notes in a comment. THANKS in advance
@allaboutcivilengineeringco417 Жыл бұрын
Brother these notes are Miss placed so i can't share
@hennayousuf2141 Жыл бұрын
Sir aap jaldi me bataye Kya aap badi stiffness matrix detail me explain kar sakte hain Bhut kam videos hai truss ke isliye 5 6 jts ka bataye sir plz
@allaboutcivilengineeringco417 Жыл бұрын
Yes can you send me a sample of stiffness matrix question that you want to resolve? If yes then please share it to me.
@MohdNaseeruddin-hu6mx8 ай бұрын
direct stiffness method explain karu
@Cashocatto132 жыл бұрын
Can I put node,member,x-y axis numbers as my wish?
@allaboutcivilengineeringco4172 жыл бұрын
Yes
@saptadeepdasgupta23010 ай бұрын
Sir maine apka matrix kaise form kiya ooi samaj me nahi aaya
@saptadeepdasgupta23010 ай бұрын
Please give a proper video on this
@deeneshsharma18332 жыл бұрын
Matlab code for this problem
@chaudharysultan64843 жыл бұрын
Answers he galat hain apky
@allaboutcivilengineeringco4173 жыл бұрын
Brother problem solve krny ka step by step procedure bata diya ha ma ny baqi kahin ho sakta ha calculation ma meri mistake ho gai ho gi tu us ky leya bahi ki taraf say mazrat bro
@allaboutcivilengineeringco4173 жыл бұрын
Calculation ma ho sakta ha koi mistake hoi ho maray say but step by step procedure is right enough that you can follow these steps to solve numerical on matrix stiffness method