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

[@physicstuition6997]

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

[@aprilhipona6689]

Ang galing niyo naman po magturo 😍❤️

[@robertdominicceasarsalvill5503]

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

[@sakariyexuseen4999]

Thank God

[@onioluwatosinjoseph1838]

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.

[@orusaprinceebipere7826]

Please what method is this ?

[@nasrudinsula9612]

Thank you

[@jimuelteodosio6863]

Thankyou sir

[@arthurpoitr1939]

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

[@aiahtot-o3p]

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

[@katesantiago2895]

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

[@jimuelmariano2138]

Di ko makuha sa calcu ei..hehehehe

[@themanmiyth3396]

try mo casio Fx-991ES lalabas yan lods

[@josefinojuijiji]

ily

[@jay-annemiculob9508]

Good evening sir! I think yong RB is 126.67kN

[@arabellaajoc3248]

true, nagtaka rin ako kala ko mali calcu ko

[@neilandrewsamson6297]

By=157.667

[@claressesilva5968]

pwede po kaya tagalog nalang.

[@thestructuralanalysismatri590]

Any email?