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Clear explanation sir 🙏 tnx sir
Thank you keep watching
Really good explanation brother... I understood clearly without any doubt...
Thank you for your comment....
very clear explanation sir!
Thank You
For finding slope at c through shear force, we need to define 2/3 times area right instead of directly adding area force?
Yes actually load not act C position plz explain if u know
Double integration method and Macaulays method rendum onnu thana sir
Yes ... Macaulays is one if the Double integration method
@@LearnMechTamizhk sir tnq
moment area method video podunga broo
My next video about moment area method only
Wow....
❤❤❤❤❤❤
Clear explanation sir 🙏 tnx sir
Thank you keep watching
Really good explanation brother... I understood clearly without any doubt...
Thank you for your comment....
very clear explanation sir!
Thank You
For finding slope at c through shear force, we need to define 2/3 times area right instead of directly adding area force?
Yes actually load not act C position plz explain if u know
Double integration method and Macaulays method rendum onnu thana sir
Yes ... Macaulays is one if the Double integration method
@@LearnMechTamizhk sir tnq
moment area method video podunga broo
My next video about moment area method only
Wow....
❤❤❤❤❤❤
Thank you keep watching