FIVE SEC November 2019 CE BOARD EXAM PROBLEMS ON PILES SOLVED!

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[@percibaljrfelices9984]

Maraming salamat po Sir Diego , pati rin po kay Sir Canoy, galing niyo pong magturo ng SEC. Engr na po ako ngayon.

[@vonryanalberto6421]

Good Morning Sir! Gusto ko lang pong ipaabot pasasalamat ko sa mga online videos niyo. Napakalaking tulong po sa preparation para sa Board. God Bless po!

[@wahabipanambulan1279]

Thank you so much GERTC group for the free videos. I am TH-cam reviewee sa wakas Engineer na ako.

[@jaysontorres5352]

Hi sir engineer! Marami pong salamat sa inyong mga videos, malaking tulong po ito sa'kin habang ako'y nagrereview. Engineer na po ako!😁

[@IamLokiiiiii]

Thank you sir! Hope you'll continue to upload more videos! More power po sa inyo sir Gille!

[@NicholeKateBenolerao-vh5px]

Sir bakit nag times pa kayo nang 0.9 sa critical deisgn moment, if Reactions na ginamit mo sa piles are already factored?

[@gadhfbfkxnvvn26]

thank you so much po

[@russelllloydsantos3329]

THANK YOU PO SIR

[@Stabilo-hw3ne]

Sir good morning po. Regarding critical beam shear stress, bakit hindi na po chineck if pasok ba yung buong cross section ng piles kapag cinonsider as “b” yung 4m? Hindi po ba yung one way shear dun siya sa section from “d” sa face of column, so if 4m ang “b”, yung shear ay nasa “1.7-.3-.6 = 0.8m from the side of 4m.” which is hindi pumasok yung buong cross section ng tatlong piles?

[@adriansaltacunanan19]

Gusto ko ho yung mga transition, mas naintindihan po.😁

[@gnidnoeled786]

@Gillesania Engineering Videos Sir, ang given moment about the X-axis ay galing po ba yan sa column in the real world setting?

[@rinvirak6775]

Good Morning Sir,Can u do video, for design 3pile..

[@jhurickcapucao98]

kelan po kaya yung GERTC plus sir?

[@because4960]

Bakit po ba ang malaking moment ang critical , diba po mas critical po yung maliit na moment??

[@segopayo]

critical ang mas malaki kasi ang wording "critical design moment" or "critical shear stress" meaning yung bigger ang kukunin, iba po if ang tanong is "moment at critical section" or "shear stress at critical section"

[@ALLinONE-vi6vi]

Pano po ang required spacing at 20mm dia bars for the critical moment?????

[@christianursua2826]

(Area bar / Ast) * 1000 ayan po

[@jhurickcapucao98]

tsaka same lang po ba yung price?

[@vonryanalberto6421]

Sir Good day po!
Ask ko lang po bakit po dun sa Nov. 2021 pile cap problem (punching shear stress) ang ginamit po na Vu yung mismong R5 na po. Di na mininus sa Pu. Bakit po ganun sir? Thank you po!

[@vonryanalberto6421]

Thank you sir!
Kapag po ganun na most heavily loaded column, matic yung Reaction na mismo nung mismong column yung gagamitin na Vu?

[@vonryanalberto6421]

@Michael Gerez haha sige sigee salamat lods! GL!

[@x3mjosh9]

Hindi dapat yung yung gitna ang most heavily pile. Dapat gagamitin mo yung reaction nung compress cause by moment and due loads.

[@vonryanalberto6421]

@@x3mjosh9 yun din nga lods iniisip ko. Akala ko yung axial plus bending ang most heavily pero dun sa solution, yung gitna daw ang most heavily loaded

[@x3mjosh9]

@@vonryanalberto6421 Yung Nov 2021 solutions na kumakalat? Solution lang naman nung nagsagot yun. Tama pa din na yung most heavily loaded yung may malaking reaction tapos dun ka gagawa ng punching shear sa pile na max ang reaction.

[@kinsman5365]

Sir join ako maybayad ba ang tax nasa magkano po ba un?

[@bajs7119]

✨

[@arthurallencoro5068]

ggwp