Influence Line for Beams (Shear and Reaction) + SHORTCUT

[@alfahaddawami3494]

Soo incredible demonstration of concept and principle

[@jethroianperez8838]

I love how direct, clear and concise this lecture is. Thank you!

[@engrclidez]

Thank you sa pagexpress po 🙂

[@alfahaddawami3494]

Sir morning thank uu poo ...dahil sa ved NYU na absorb ko Ang reason kung bakit ganto ganyan nag influence diagram if kung saan² I position Ang unit load🥹

[@engrclidez]

glad to help po!

[@shyuk-x3m]

what app is this

[@engrclidez]

@@shyuk-x3m Deflection Lite

[@IzamacMctree-sg6yh]

Thank you, Sir! Sana meron din po sa influence line ng trusses🙏🏻

[@engrclidez]

Yes upcoming po. From CIT? I will try to use the sample problems in TOS-CC2

[@IzamacMctree-sg6yh]

Yes po, thank you sir!

[@engrclidez]

kzbin.info/www/bejne/pqbSdaNvfZlrjZosi=TJpzMVQn_szdxV0m

[@ChristianJadeLipasan]

Hello sir, naay chances ba ang maximum positive sa shear og moment kay mo negative answer?

[@engrclidez]

@@ChristianJadeLipasan for real life scenarios, always positive sila since moving loads are directed downward (will induce positive shear at the support and positive bending, so max bending moment is also positive)

[@c.j.librado4438]

Good pm sir, what if may deadload, ang whole span e consider sir regardless kung positive or negative nga max. shear/moment ang gipangita?

[@engrclidez]

yepp whole span since downward load sya nag-act sa tibuok