Stiffness Matrix Method for Analysis of Beams - Problem No 2

[@vraj7818]

Thank you sir

[@unbeatentelugugamer6496]

sir can we solve this problem using direct stiffness matrix please reply

[@Stanacademy]

See the discription for links

[@VickyKumar-lu4pe]

thanks sir tomorrow is my exam and i always prepare from your vedios. you have done every type of questions.never delete your channel and vedios. I have never found anywhere on you tube like your teaching way.thanks again sir.

[@lalmuansangadm]

tomorrow is exam for me also😂

[@AsadAli-bl5fc]

Can anyone plz tell me how are we writing P as 0 any condition for it?

[@Stanacademy]

For the P matrix you have to check the co ordinates if there are any external moments. In this case there are no moments. So inside the P matrix we enter zero. If there are couple moment or overhanging there will be values instead of zero. Watch the whole playlist to get clear picture.kzbin.info/aero/PLjJwBYxz7Cyni7z72JlMxP41ERAzKwlTw

[@AsadAli-bl5fc]

@@Stanacademy Thanks a lot dear, got it now

[@maddiboinasisindri3457]

Please send ppt

[@VINAYAK1313]

Thank sir 👍

[@invisible4276]

👌