One-way and Two-way Suspended Slab - Tagalog Tutorial

[@kasanguinta3901]

excellent presentations

[@markjhun25]

salamat sir sa walang sawang pag lalahad ng kaalaman.

[@bongrbs8852]

Sir easy to comprehend and very informative ang mga tutorials nyo po. Sana makagawa din po kayo ng tutorial sa proper steeldeck installation on concrete beams. Abangan ko po

[@reynaldosira5770]

Very informative, simplified explanation.I'm your KZbin follower. Thanks for sharing

[@bayagko]

Thank you Sir..Very informative po...

[@bluekryptonite6884]

This was really helpful. Aabangan ko mga upcoming videos mo sir!

[@Engr.OyoboinkTV]

ayos sir!!! ganda ng discussion!

[@clifordlanojan953]

Sir saan po nakukuha yong 2? Na ginami?

[@habitnprofession6088]

Discuss ninyo rin sana Sir iyong trimmer bar na tinatawag nila and pati iyong mga standard bending ng rebar sa slab. Nagsite supervision ako dati hindi usually dinidiscuss yan ng mga superior. Hehe.. .

[@jsdesign_engineeringtv3633]

Sige po discuss natin yan on my next video. Thanks

[@mabiniruiz2971]

Very nice, very informative and great help!

[@jaumetolentino5339]

Hi sir always thank you sa mga lectures niyo dahil nakatutulong talaga sa tulad ko na practicing engineer. Sir paano i plot ang tributary areas ng suspended concrete roof FLAT slab extending 2m from the perimeter of the 2 storey bldg. wala po kasi nakapagdiscuss nito which really exist in most all concrete bldg. thanks po ulit for giving a response. god bless po at stay safe.

[@jsdesign_engineeringtv3633]

Basically assume a strip passing column, then calculate bending moment cantilever kasi yan. then punching shear check for minimum slab thickness. After satisfying those criteria, check clear space between rebars such as 30mm cover, rebar layers(top & bottom), adding all those you will give you another thickness required, use whichever is greater. Finally check bending moment (mid and support zone) using the thickness that you adopt. Hope that helps

[@jaumetolentino5339]

@@jsdesign_engineeringtv3633 Thank you po sir sa idea.

[@judeacob9949]

Question: Sir, sa suspended slab ba pero ginamitan lahat yan ng steel deck (sa example) Applicable pa din ba yan? iko-consider pa den ba 2way or puro 1way na lahat po gagamitin jan Very informative po, God bless

[@jsdesign_engineeringtv3633]

If you prefer to use steeldeck, you need to treat your susp.slab as one-way, it is because of the physical properties (flute direction). Thanks

[@judeacob9949]

@@jsdesign_engineeringtv3633 oooh~ ganun po ba, salamat sa fast reply sir

[@JcsMusicGuitar]

thankyou engr.

[@gnidnoeled786]

Naglagay po kayo ng temperature bars sa ibabaw ng bottom bars, sa ilalim po ng top bars di na maglalagay?

[@jsdesign_engineeringtv3633]

For one-way slab temperature bars along Ls, use As=0.002 Ag. Thanks

[@gnidnoeled786]

@@jsdesign_engineeringtv3633 Di na po ba maglagay ng temperature bars sa support zone? Sa midspan lang po ba kailangan?

[@jsdesign_engineeringtv3633]

@@gnidnoeled786 no need, clarification lang, both rebars along ss and ls should run at the bottom, we only need top bars if you design an extra, e.g. in case of continuous slab or there is cantilever slab in any of the sides around the panel. Thanks

[@esg9816]

Sir pano po pala kapag yung oneway slab ay nasa pagitan po ng dalawang 2 way slab? Both end continuous po ba yon? Or simply supported?

[@jsdesign_engineeringtv3633]

It is still considered as one way, but continuous ends. In other words, you should have top reinforcent on such end in order to accomodate bending from adjoining panel. Thanks

[@esg9816]

@@jsdesign_engineeringtv3633 pano po makukuha yung moments ng continuous end na one way slab sir? Applicable padin po ba yung formulas ng moments ng continuous beams and one way slab? Thanks po

[@ivanjoshuaobis2399]

Sir saan po dapat mas nakakabit yung slab reinforcement, above beam rsb po ba or below beam rsb po. Thanks po.

[@jsdesign_engineeringtv3633]

Monolithic pouring naman I suggest sa ilalim ng beam top bars yung slab bars

[@ivanjoshuaobis2399]

Thank you very much sir. More power po sa inyo very informative po ynug discussion na lagi nyo po binabahagi.

[@reykarlcezar2363]

Sir, halimbawa na yung isang slab panel supported by 4 beams na paikot pro yung L/W is >= 2 , what should I consider sir? Thanks

[@alfricabinsay6920]

One way parin. Main Bars naka Perpendicular sa Longer Side & Temperature Bars Parallel sa longer side. I think Over reinforced pag naging treatment is 2 way. Clarify with designer parin

[@loydfernandez5490]

SIR PAG SA TWO WAY SLAB , ILANG CENTIMETER PO BA ANG SPACING USING 10MM DIA. BAR?

[@jsdesign_engineeringtv3633]

Walang standard spacing sir, variable yan depende sa size ng slab panels and type of occupancy. Please stay tune and I wll upload a video related to this topic. Thanks

[@loydfernandez5490]

@@jsdesign_engineeringtv3633 ok pp thanks

[@markjhun25]

dito ko bumagsak sa exam e. di pala pwede lagyan na lang ng beam sa gitna para dalawang one way. 😂