Structural Theory | Analysis of Statically Determinate Beams with internal Support Part 1 of 2 

Your pronounce so clear sir, i'm so enjoy take lesson for this explanation.

Sir recommend ko lg po na paki explain nalang pano mag solve at wag na magshift solve para lalong maintindihan ng mga manonood para iwas narin yung mga nagtatanong sa comment section

Ang galing niyo naman po magturo 😍❤️

Good afternoon, sir. I have been a beneficiary of your magnificent tutelary. I would like to know if you don't mind giving out your email so that I can ask you for insights into very tortuous topics I can't solve alone. Shalom.

Sir diba sa ibang problems kay PIN nakalagay imbis na hinge ?

Thank God

Please what method is this ?

Thank you

Good evening sir! I think yong RB is 126.67kN

Thankyou sir

Hello sir. Sir? Di po kasi malinaw pano nyo nacompute yung By? Ng 156.667?

Sir paano po pag counter clock wise ung direction same formula po ba gagamitin?

sir hindi na po ba included ang letter c na hinge if magkukuha ng reactions sa whole beam?

By=157.667

ily

pwede po kaya tagalog nalang.

Any email?