Размер видео: 1280 X 720853 X 480640 X 360
Показать панель управления
Автовоспроизведение
Автоповтор
God bless you so much. You broke it down completely. I have my Exam tomorrow, wish me well! 🎉
howd you go brother
@@HazzCraftno response probably not good
I have done and I have watched so many problems regarding slope and deflection in beams using Macaulay's method and I am not able still to know when to add an imaginary load....Under what cases/conditions do I need to add an imaginary ma'am?
Have you got the answer can you share us
@AKOLTGIIR, from the examples ive come across, imaginary udl is added when the udl does not span through the beam or a single end....hope its cleared!
Approximations for X3= -186.66
The integration should have (x-5)⁴/4 and not (x-5)⁴/3
useless... only a few parts are conspicous and the rest are like she is copying from something else.
God bless you so much. You broke it down completely.
I have my Exam tomorrow, wish me well! 🎉
howd you go brother
@@HazzCraftno response probably not good
I have done and I have watched so many problems regarding slope and deflection in beams using Macaulay's method and I am not able still to know when to add an imaginary load....Under what cases/conditions do I need to add an imaginary ma'am?
Have you got the answer can you share us
@AKOLTGIIR, from the examples ive come across, imaginary udl is added when the udl does not span through the beam or a single end....hope its cleared!
Approximations for X3= -186.66
The integration should have (x-5)⁴/4 and not (x-5)⁴/3
useless... only a few parts are conspicous and the rest are like she is copying from something else.