Structural Theory | Three Moment Equation Part 1 of 3

Learn the method of analysis for an indeterminate frame

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About me:
I am Jay T. Cabuñas, Civil engineer and an engineering professor.
I love teaching and sharing knowledge to everyone

[Czar]

Salamat po! Sir Engr. Jay,

Madali ko pong naintindahan ang mga Structural Topics dahil po sa inyo🇵🇭💪

[duranchristianallanq.]

Engr. nakalimutan niyo po i-multiply sa denominator ng three-moment equation factor 'yung length ng left at right support.

[tcb]

My concrete design professor gave us a little indeterminate beam to practice our structural analysis. This video saved my life lol 👍🏼

[stanleyosor]

Please sir can you make a video on joints resolution method 😢

[cambridgekiwi]

So how does this work if you have a concentrated load that is OUTSIDE the supports

[a-gobangcoamiel]

sir yung negative (-) 6 po sa formula?
-6 po ba talaga yung o positive po ?

[shibugsss]

Hi, Sir. How about a concentrated load to the left of support A (it has a free end). Thank you in advance.

[freddiezingabo-vyno]

Pwede din pobang magamit yung titanic method sa SI?

[kentarmateo]

Hi sir, may tanong sana ako if ever naka encounter po kayo nito, varying load sya sir na nasa middle lang ng isang span, pano po ba makukuha yung three moment equation factors pag ganun sir, Thank you.

[mackky]

Sir what can we do if both ends of the beam are fixed support and then in the center is having a roller support?

[lorenzorommeljay]

Paano po kapag may isa pa pong roller. Applicable parin po ba 3 moment equation?. Ty po and god bless po

[jemcalzadora]

sir mag balik na raba mig face2face klase. balik nag tudlo ba kay mingawon mi sa imong tingog

[altongtv]

What if sir may hinge support sa center?pano po yun hindi na po ba mag equal to zero?

[baltarriol.]

sir ask lang diba po dun po sa Mb is dapat 6+5 po dapat ....hndi 3+5 salamat po

[Ma.SophiaSalazar]

paano po mahanp Yung positive moment po? since my negative moment na

[ilagan_isu_briggstarampi_m]

sir bat pala kinancel nalang yung 1 over I?