Floor Vibration On Suspended Slab-Tagalog tutorial

This video is a practical solution on how to treat vibrations of an existing suspended slab. Please watch the full video to see the recommended technical solution with illustrations.

[@rapstand5846]

Thank you for this video. t realy helps

[@juandela4085]

Engr. maraming salamat po napakalinaw ng pagkaka explained mo. Ipapakita ko po itong video mo sa gumagawa. Godbless you po Engr.😄 ask ko na din po gaano kakapal na steel plate yung gagawin na U shaped.?

[@jsdesign_engineeringtv3633]

10mm for u-shape, and base plate. Thanks

[@christopherreevefajardo8502]

Nice sir thanks po

[@alfredonmoratallajr6657]

Hi sir, steel design naman. Common bolt confections for beam to beam and beam to column confections.

[@orlyjayberay5034]

Hello Engr. Thank you for this video, ask ko lang po pwede ba ako gumamit steel beam tapos iembed ko lang siya sa isang beam then bolted siya not na ako magadditional column?Thank you in advance

[@jasonguillermo4996]

Sir pagawa nman po ng structural design for suspended slab used for parking of vehicles...thanks po

[@lawrencedaug5998]

Engr good evening, paano ang gagawin kung may pader? Pwede ba siyang ibutas sa existing na pader para makalapat ang u shape na lock?

[@gerromearizobal6837]

Engr. Ok lang po ba na instead of steel beam ay concrete ipapagawa ? Like titibagin yung gitna pero ititira yung bakal ng slab para magawan ng beam ?

[@jsdesign_engineeringtv3633]

@@gerromearizobal6837 pwede naman pero ingatan nyo mag demolish ng existing structure baka mag create ng malaking crack at maging cause ng collapse.
To me, steel support is much quicker and safe option but maybe more expensive. Think twice before make any decision.

[@kenjohnaviles9140]

Good day sir! May Tie Beam po, paano po i-set up foundation nung intermediate posts?

[@bienramos7587]

Ask ko lang engr..
since nag proposed ka ng column sa gitna Ls..magkaron ng negative moment Yan..yung top bar ba is enough to accommodate that negative which is now equal to M-= 1/8wL^2..coz 2 equal span na yan..at yung sa 2 span bottom moment is equal to
M+= 9wL^2/128..which is now less compare sa original design..

[@jsdesign_engineeringtv3633]

Yes you are right, but it is relatively smaller compare to positive moment of the original length. Besides, the slab will act as part of the system I don't think it would be an issue. Thanks

[@aldenanonaki5679]

Good morn po

[@daniloalvarez1941]

Hi Sir, tanong ko lng po. May nkita ako na vlog sa youtube gumagamit po SRC/EPS panel sa flooring sa 2nd floor , pwede po ba yun ? Para kasing hindi matibay. Sana po masagot dahil yun sna gagamitin namin kung ok po ang SrC Eps panel.. Thank you

[@jsdesign_engineeringtv3633]

Im not familiar with thst product. But if they intend to use it as architectural panels, finishing no worries. but for structural purpose you need to ask local engineers who can attest its safety. Thanks

[@joelsm9839]

normal po ba ang vibration ng cantilever beam na may span ng 5 meters?

[@jsdesign_engineeringtv3633]

Vibration is normal to any part of structural plate element.
What you need to observe is the deflection, because that is the first indication of structure failure. Thanks

[@alexgaridan]

Ok lang po bang support yung division na chb,,pag may mga kwarto sa baba..may vibrate pa kaya yung slab?

[@jsdesign_engineeringtv3633]

Yes that would help. Thanks

[@FredBatulan]

Paano Po engr pag bawas Ng vibration Ng slab pero DNA lalagyan Ng intermediate post

[@jsdesign_engineeringtv3633]

@@FredBatulan Thickening of slab could help reduce floor vibration, but make sure that beams holding them is strong enough to sustain added load. Thanks

[@sherwinmosomos2482]

Good day engineer
nagkaroon Ng crack Yung slab
Yung crack nya parallel.sa beam
pinalagyan ko ng concrete epoxy
I am planning na maglagay ng I beam para saluhin Yung weight ng Slab
any recommendations po?

[@jsdesign_engineeringtv3633]

@@sherwinmosomos2482 epoxy treatment is good but you need to find out the cause of crack

[@sherwinmosomos2482]

medyu malayo po distance ng poste,4.5m by 4.5m
I think Ang cause ng cracks is Yung distance plus pinagbabagsak ng mga worker Yung mga cemento kaya nagkaroon Ng cracks...

[@jsdesign_engineeringtv3633]

@@sherwinmosomos2482 steeldeck ba yung flooring?

[@sherwinmosomos2482]

2 way slab po ginamit
12mm 8 in.OC sa top
ganun din sa bottom

[@jsdesign_engineeringtv3633]

@@sherwinmosomos2482 kung hindi naman nag karoon ng sag I think epoxy injection is enough.

[@pong3753]

Engr? Hindi po ba maganda yung slab na may vibration?..

[@bienramos7587]

Hindi po maganda ang slab na nag vibrate..kasi kung Naka tiles ka mag crack sya..if it is roof slab may tendency na mag leak dahil Meron crack..

[@macapagalk.kalisjr395]

Pero safe p rin po b engr?wat if pabayaan n lng yong vibration nya?

[@angelinabuendia528]

Sir kung 3 floors, bawat floor po ba lalagyan ng intermediate structure?

[@user-tj3ff4oc2m]

Sir pwede ba gamitan yan ng concrete colum at concrete beam tapos tyagain n lng buhusan ang beam

[@jsdesign_engineeringtv3633]

Yes ofcourse you can use any type of structural materials. Thanks

[@wheltiangson1512]

@@jsdesign_engineeringtv3633 paano po ang procedure at connection ng buhos na iko-connect sa old concrete .gayong nasa ilalim po yung new concete?

[@jomarbiag9]

Good day sir. Tanong ko lng po kung matibay po b yung slab n tumigas n naka bend? At pede po b patungan o i flooring para pumantay s taas?? Sana po masagot. Salamat po.

[@jsdesign_engineeringtv3633]

Depende sa thickness of topping, what is the cause of bend?

[@jomarbiag9]

@@jsdesign_engineeringtv3633 nung pong binuhusan. Bumaba yung tukod ng slab. Kaya po noong natuyo naka bend na. Delikado po b ita or ok lng kc tumigas nmn slab n nka bend.?

[@jsdesign_engineeringtv3633]

Check mo lang kung wala na produce na crack especially malapit sa beam.

[@jomarbiag9]

@@jsdesign_engineeringtv3633 may mga konting guhit n crak po.. ano pede sulusyon. Para tumibay po slab? Salamat po sa payo sir.

[@jsdesign_engineeringtv3633]

Do not put any topping on top except for the purpose of placing tiles. If those cracks are hairline in size there is nothing to worry. Thanks

[@daveltrl5508]

Magandang araw po sir. Nagpagawa po kasi kami ng house bale naka suspend din po yung house namin. Problema po is malakas mag sway yung house namin. Kasi may isang side po kasi na kulang ang column.

[@jsdesign_engineeringtv3633]

Pa lagyan mo ng hollow blocks along sa side na malakas ang sway.

[@macapagalk.kalisjr395]

Ff

[@nicksibulo1897]

​@@jsdesign_engineeringtv3633 sir yung suspended slab ko ay may vibration din. 6meters ang span ng column. Pwde ba palagyan ko nalang ng column sa gitna para mabawasan ang vibration?

[@jsdesign_engineeringtv3633]

Yes posibleng maka bawas ng vibration yan, try mo yung adjustable support similar to what they use in construction forms. Kung mag work yan mas cheaper compare sa column.

[@markevenezercalaguio7290]

Ano po pwedi gamitin intermediate column, concrete or I beam?

[@raffyalberto6882]

good day sir..pano kaya solusyunan ang slab ng 2nd floor masyado kase ma vibrate sir..pinag aaralan ko tong iniexplain mo sir don sa area kaso sala po kase yun at ang itaas ay room..ang sukat nya is 3.9m x 4.8m..ok lang ba sir na mag topping ako at mag lagay ulit ng bakal..sana mapansin mo sir..salamat

[@jsdesign_engineeringtv3633]

Can you do a simple sketch of the overall plan, I'll figure it. You can send it to my fb page. Thanks

[@raffyalberto6882]

@@jsdesign_engineeringtv3633 ok sir ill send it by morning..ano po fb mo sir..

[@jsdesign_engineeringtv3633]

Same name with yt

[@raffyalberto6882]

@@jsdesign_engineeringtv3633 good morning sir..send ko na po yung picture..thankyou

[@macapagalk.kalisjr395]

Ff

[@olivermcenroe3909]

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