Macaulay's Method Problem on Beam with UDL - Introduction to Deflection of Beams

[@AKOLTGIIR]

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?

[@dynamic3180]

Have you got the answer can you share us

[@abbeyuptown-sd4ry]

@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!

[@techifers]

God bless you so much. You broke it down completely. I have my Exam tomorrow, wish me well! 🎉

[@HazzCraft]

howd you go brother

[@oni2729]

​@@HazzCraftno response probably not good

[@SOS_]

useless... only a few parts are conspicous and the rest are like she is copying from something else.

[@TheeGai]

Approximations for X3= -186.66

[@Phoenix-ek5mx]

The integration should have (x-5)⁴/4 and not (x-5)⁴/3