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Salamat po! Sir Engr. Jay, Madali ko pong naintindahan ang mga Structural Topics dahil po sa inyo🇵🇭💪
Engr. nakalimutan niyo po i-multiply sa denominator ng three-moment equation factor 'yung length ng left at right support.
Galing po thanks engr.
My concrete design professor gave us a little indeterminate beam to practice our structural analysis. This video saved my life lol 👍🏼
Thank you for this vid! :)
Nice
Please sir can you make a video on joints resolution method 😢
sir yung negative (-) 6 po sa formula?-6 po ba talaga yung o positive po ?
Pwede din pobang magamit yung titanic method sa SI?
Sir what can we do if both ends of the beam are fixed support and then in the center is having a roller support?
Extend both the fixed support then analyze.
Hi, Sir. How about a concentrated load to the left of support A (it has a free end). Thank you in advance.
magiging moment sya nung nearest support
Thank you...
Hiiii
ua-cam.com/video/u4ZlLAuEJWM/v-deo.html
So how does this work if you have a concentrated load that is OUTSIDE the supports
Yun yong magiging moment ng support na malapit.
thank you Sir
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.
What if sir may hinge support sa center?pano po yun hindi na po ba mag equal to zero?
sir mag balik na raba mig face2face klase. balik nag tudlo ba kay mingawon mi sa imong tingog
sir ask lang diba po dun po sa Mb is dapat 6+5 po dapat ....hndi 3+5 salamat po
Paano po kapag may isa pa pong roller. Applicable parin po ba 3 moment equation?. Ty po and god bless po
paano po mahanp Yung positive moment po? since my negative moment na
sir bat pala kinancel nalang yung 1 over I?
thank you sir
Salamat po! Sir Engr. Jay,
Madali ko pong naintindahan ang mga Structural Topics dahil po sa inyo🇵🇭💪
Engr. nakalimutan niyo po i-multiply sa denominator ng three-moment equation factor 'yung length ng left at right support.
Galing po thanks engr.
My concrete design professor gave us a little indeterminate beam to practice our structural analysis. This video saved my life lol 👍🏼
Thank you for this vid! :)
Nice
Please sir can you make a video on joints resolution method 😢
sir yung negative (-) 6 po sa formula?
-6 po ba talaga yung o positive po ?
Pwede din pobang magamit yung titanic method sa SI?
Sir what can we do if both ends of the beam are fixed support and then in the center is having a roller support?
Extend both the fixed support then analyze.
Hi, Sir. How about a concentrated load to the left of support A (it has a free end). Thank you in advance.
magiging moment sya nung nearest support
Thank you...
Hiiii
ua-cam.com/video/u4ZlLAuEJWM/v-deo.html
So how does this work if you have a concentrated load that is OUTSIDE the supports
Yun yong magiging moment ng support na malapit.
thank you Sir
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.
What if sir may hinge support sa center?pano po yun hindi na po ba mag equal to zero?
sir mag balik na raba mig face2face klase. balik nag tudlo ba kay mingawon mi sa imong tingog
sir ask lang diba po dun po sa Mb is dapat 6+5 po dapat ....hndi 3+5 salamat po
Paano po kapag may isa pa pong roller. Applicable parin po ba 3 moment equation?. Ty po and god bless po
paano po mahanp Yung positive moment po? since my negative moment na
sir bat pala kinancel nalang yung 1 over I?
thank you sir
ua-cam.com/video/u4ZlLAuEJWM/v-deo.html