2022-November CELE PSAD (Sit 22)

[@MalikahAli]

Salamat sa mga videos mo sir.

[@iamian9648]

17:55 pano po yung summation non?
Pub= Vu + qu
= 568kN + 130 ( 3 x 2.1) po ba?
1387 po kasi ang lumalabas, di ko po mapalabas yung 1426

[@horace12well59]

390(3)-X+763-507=0
Neer

[@Smile-et3fe]

763 + 390 (0.4) - Pub = -507

[@iamian9648]

@@Smile-et3fe hehe okay na po, pasado na po sa boards

[@michaeljavier1273]

Sir pag nakalagay lang po ba sa problem critical wide beam shear stress or nominal wide beam shear stress dun lang mag didivide nang Reduction factor po?

[@KevinPoteII-md1zu]

sir yung word ba na design is equal din sa word na ultimate? sa question para malama nkung ididivide pa ng 0.75?

[@alriespumaras8756]

ang equivalent yata ng design is nominal which is not divided, while ultimate ididivide.

[@TERANAJONELOA]

sir dun po sa part 3 po sa column B po dipo ba 763+390(0.4)-Pub(0.4)=-507 po?

[@EngrDeLaCruz]

Pub is a concentrated load (kN). So hindi mo sya e multiply nang width. Unless its a uniform load (kN/m)

[@neilpatrickdeduyo9644]

How much po membership para makita ibang solution din po

[@EngrDeLaCruz]

Hello! Thanks for your interest! Get exclusive access to our Members’ only videos by joining through this link:
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[@angelicapaglinawan1626]

@@EngrDeLaCruz sir may past board 2018 below po kayo pag nagpamember? thank you po

[@shanamak4519]

sir may pdf po kau ng 2022? kahit yung questions na lang po? thankyou po sir. Godbless po❤

[@joanesayde8669]

Sir if sinabi po ba na along x axis, parallel po sa x axis ung area na icoconsider?

[@merbaylon1558]

I think yes po kasi ang pagkakaintindi ko sa along with is in line sya dun sa sinabing axis

[@shikakakoko524]

Sir how to become a member po?

[@EngrDeLaCruz]

Hello! Thanks for your interest! Get exclusive access to our Members’ only videos by joining through this link:
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