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Only lecture which taught me how to find slope and deflection by moment area method
Wow 🎉 nice teaching ✅ please upload more problems 16 mark cantiliver. Slope and deflection
Very good explanation
Mam please upload more videos like this i have checked in your playlist there is only one video please upload more videos on this types of method
Super mam my doubt on this is clear please make some more videos
Sure I will
Thank you mam❤ today is my exam
great explanation
Thank you so much, keep watching
Well explained 👍👍👌
Keep watching
Derive Euler’s equation for long column having its one end fixed and other free.Mam ispe ek video bana sakti ho to bna dena
Nice lecture
im the thousandth subscriber ... thank me later
Thank you so much
explained very well mam tq
Thank you, Keep watching.
Mam if I have to calculate slope and deflection at B which triangles and centroidal distance I should consider
How can we calculate using double integration method ?Mostly for this type of case.
Thanks mam
Slope and deflection load is p at c and ab is L/2 and bc is L/2
Goo
Only lecture which taught me how to find slope and deflection by moment area method
Wow 🎉 nice teaching ✅ please upload more problems 16 mark cantiliver. Slope and deflection
Very good explanation
Mam please upload more videos like this i have checked in your playlist there is only one video please upload more videos on this types of method
Super mam my doubt on this is clear please make some more videos
Sure I will
Thank you mam❤ today is my exam
great explanation
Thank you so much, keep watching
Well explained 👍👍👌
Keep watching
Derive Euler’s equation for long column having its one end fixed and other free.
Mam ispe ek video bana sakti ho to bna dena
Nice lecture
im the thousandth subscriber ... thank me later
Thank you so much
explained very well mam tq
Thank you, Keep watching.
Mam if I have to calculate slope and deflection at B which triangles and centroidal distance I should consider
How can we calculate using double integration method ?
Mostly for this type of case.
Thanks mam
Slope and deflection load is p at c and ab is L/2 and bc is L/2
Goo