Structural Theory | Conjugate-beam Method part 1 of 3

[@engrxiddig]

Thanks,clear explanation

[@njabulonkosi3660]

best explanation very vivid

[@markicogo9900]

Yung sign convention niyo po ba is your self preferences po, Or yan po ang standard sa theory of structures?

[@biiramalicerinah8]

Thank u sir, I want verbal works calculation ❤

[@ansabdelhaseeb2148]

What about converting conjugate beam to the original beam ? Make an episode for that professionalism

[@morganwanjogu3316]

i love the way you explain and your channel is outstanding BUT I hv a very big issue with where you put your -ve and +ve sign .You are confusing us

[@simplemathguy]

Hello po. Pwede po bang gumawa ng M/EI diagram? Para dina mag divide sa pinakalast ng EI? Or ano po mas madali para sainyo? Yunh divide nalang po noh para isahan lang?

[@BilisumaLechisa]

Thank you very much

[@conquerors8891]

Please use the same question to solve moment area method

[@conquerors8891]

Please do you have any group that I can I join

[@Unfilteredjeni]

20:22 hello po! Bakit po parang walang moment arm yung -1/2(1080-810)(3) po? Kulang po ata ng 2/3(3)+3 since sa point D po nag momoment?

[@kennethsoliven668]

In this sample..How can i find the value and location of max deflection using this method?

[@tanzimhossain937]

maximum deflection is in the middle. It's always in the middle of two support

[@leosalonggat6579]

salamat po Sir..

[@wildclick8691]

Level

[@aprilmalicdem7091]

how to recheck if the answer is right?

[@KidusFikerte]

Where is moment area method?

[@janchristianbailo970]

sir paano kumuha ng moment at point B pag nag moment diagram by parts?

[@kimmarvicjuezan8565]

mcm nambawan

[@markicogo9900]

Very confusing po ang sign convention sir 😶‍🌫️