RCD Pile Footing - SEC CE Board | DE LA CRUZ TUTORIALS

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[@lalthae603]

Hello, Sir. I am greatful that you are providing and lecturing very detail in each problem solving regard to CE board Examination. I am currently studying at University of the Cordilleras based in BAguio City. I am not allowed to take Board Examination, however, they required me to be passed Mock Board examination here in UC. So I indeed need to learn the basic Idea and the concept. In addition, I learned so much from you, so i would like to say thank you despite i can not understand your NAtive Language but, I can analyze your solutions properly. Keep it up. Cheer hehe

[@martrayleigh7988]

Engr. Dela Cruz, bakit po sa punching shear stress considering earthquake loads, R3 po pinagminus don sa PU? Hindi po ba dapat yung R2 parin yung nasa gitna po sir since nandon po yung column? Sa 43:30 po.

[@zenkydeecee59]

Galing mo idol na rerefresh ang natutulog kong utak

[@markgillibunao1722]

Thank you sir.. Sana magamit ko po ito sa Board exam this upcoming exam

[@vonryanalberto6421]

Engr. Good day po! Ask ko lang po. May na encounter ako na past board problem (pumching shear stress in pile cap) Ang ginamit po na Vu yung mismong reaction (R) sa pile. Di na po mininus sa Pu. Bakit po ganun? Salamat po engr!

[@adrianeemia4627]

Good day po, sir! What if po hindi na binigay ang load combination for Live load and Dead Load then binigay po ang load combination for Live + Dead + Earthquake, automatic po ba na gagamitin na agad yung L + D + E combination? Thank you po

[@ramoscharrise7355]

Thanks po ☺

[@bestmusicbackgroundnocopyr3167]

engr how to solve moment of inertia?

[@bestmusicbackgroundnocopyr3167]

engr can you make some video about principle of solving moment of inertia

[@EngrDeLaCruz]

Soon po

[@astronaut6726]

Sir bakit 2Ru po sa Vuw1

[@icecream5765]

ano po yung app na gamit nyo po

[@annareginalabis8663]

Good evening po, Sir Ask ko lang po sa Considering DL+LL+EL is ung Vu po is equal to 2x Ru3 bakit hindi x3?. Thank you po.

[@chimvantae7864]

Hello po, yung pagconsider po sa Vu ay yung 2pile caps lang po talaga dahil yun yung shaded critical section po, 2Ru lang po

[@annareginalabis8663]

@@chimvantae7864 thank you po sa pagresponse😊

[@outplaygamingguild7916]

Bakit po Ru3 yung ginamit sa Punching Shear? di po ba yung Ru2?

[@martrayleigh7988]

Engr., sa board po ba binibigay na yung codes tulad nung sa spacing, load combi., etc.?

[@EngrDeLaCruz]

Sa mga unfamiliar load combi po binibigay

[@martrayleigh7988]

@@EngrDeLaCruz Engr., How about po doon sa spacing tulad po sa transverse reinforcement for seismic tingin nyo po ibibigay na po iyon sa tanong? Parang mahirap na po kasi maalala iyon sa actual board. Tsaka po yung terzaghi’s bearing capacity sa foundation po? Base po sa experience nyo po engr. Thank you po.

[@EngrDeLaCruz]

Sor far binibigay naman yung code sa seismic and also sa Terzagi's factor. But may chance pa rin na nalimutan nang examiner na e include sa test paper

[@martrayleigh7988]

@@EngrDeLaCruz Maraming salamat po engr! Godbless po sa inyo malaking tulong po mga videos nyo sa akin.