Earthquake Engineering Plates Explanation

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Salute to this Video Sir sa wakas natapos ko Din😊👌🏿👌🏿. Para akong ang aral sa isang university about Earthquake Engineering with NSCP discussion ng FREE.

ARONJAMESGARCIA
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Thanks a lot Sir, more power to you I learn a lot on this playlist

joelteguihanon
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Grabe. But now ko lng nakita itong channel n ito. Salute po sayo sir.

Tanong ko lng po pla, in case special shearwall - bearing wall system ung gagamitin sa zone 4 (R=4.5), which is limited to 50m height according to NSCP, does this mean n allowed na gumamit ng ordinary types of columns since ung shearwall ung magreresist ng lahat lateral load? Thanks po.

mr.d
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anong version po ng NSCP gamit nyo sir?

ilagan_isu_briggstarampi_m
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good evening po, kasali po ba ang roof level sa total W?

rxnaemshi
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yung sa 36:08 what if unsymetrical yung frame tapos different sizes yung mga column, how to get the value of "k"?

crusadergaming
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Ganda ng vid. Tanong ko lng sir, ano reference book ang gamit niyo?

KirA
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In load combination U= 1.2D + 0.5L +1.0E, how do u compute value of E, is there a formula for it..tnx

raulfernandez
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Sir thank you sa very clear explanation. Your One of the best mentor po..

Sir tanong ko lang po . Yong moment and shear diagram . Na method mo Pwede naba natin as reference para sa sa steel reinforcement sa column and beam na magagamit for construction

angelolops
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Yong 1.4 dead load + 1.7 na live load . + shear and moment na na makokoha natin sa method mo yan naba ang over all load that will act sa banat member ???

angelolops
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Good afternoon, Sir. Pwede po bang makahingi ng copy po nung tables niyo po sa pagkuha po nung seismic dead weight?

mimaybacelonia
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Sir pwede po makahingi ng copy ng pdf? Thank you sir

Leviathan_
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Good evening po, Sir. Pwede po ba makahingi ng copy ng mga tables. Thank you po.

michelleannematen
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Sir pwede po makahingi ng soft copy ng Reference book?

JacinthPearlManiba