Reactions of Propped Beam with Triangular Load by Area Moment Method | Theory of Structures

[@deniskimaro278]

This method is real... It works for me every time... Thank you Sir and be blessed...

[@sagnikadak1498]

thank u very much sir ☺☺
for solving the problem_no. 706 and others ...related center of gravity
thank you so much sir ❤

[@ramilapgao7100]

its good but im looking forward that you are going to put an value to those variable...much better.

[@kiranpatil1101]

thank you, sir, but please tell me why to resolve the decreasing triangular load in the second case? Why cant we solve it as it is in the first case?

[@MATHalino1]

It is actually very lengthy to write a complete answer to your question. For a short answer, all we need is to make our distributed load continuous up to the moment center. For varying load, it is necessary to make it increasing. See our previous video for detailed discussion:
th-cam.com/video/gom7h98G5E0/w-d-xo.html
Thanks for dropping by.

[@u_laugh99]

i want this book,what can you do share to me?

[@MATHalino1]

A book published by sir Gillesania and me is available in the market. You may pick one in leading bookstores or order directly from Gillesania online store. Available only in the Philippines though.

[@mdsamiuzzamanreal3504]

thanks sir

[@jdc_0188]

bakit negative ang Mb?

[@nathaniel4146]

Sir, bakit hindi po nagoopen yung website ng Mathalino?

[@MATHalino1]

di ka ny a lab.

[@iussi2481]

😅

[@omargaber3122]

👏👏👏👏

[@KitkatazmOfficial]

harhar

[@a.i.4241]

Boom chickenjoy