One Way Slab Design - Tagalog Tutorial

This video will guide you to design reinforcing bars on One-Way Slab using coefficient method.

[@pixelstudio3700]

The most underrated Pinoy Engineering & Construction channel.

[@jsdesign_engineeringtv3633]

Salamat po sir

[@koukiii7138]

@@jsdesign_engineeringtv3633 Where can we use one way slabs and two way slabs and ill insert the beams because i dont know

[@reynaldozartiga6870]

Nice explanation sir, easy to follow! Can you do one way & two way slab design with steel decking? Keep it up & more power!👍

[@marlonlucero2376]

galing ng paliwanag malinaw new subscriber sir salute po sa inyo

[@conradparcon3542]

More power sir, very helpful poh , baka vailble poh Yong table of coefficients maisama nyoh poh SA mga susunod n video.. Thanks

[@oceanblue4818]

Marami kayong natutulungan Sir dahil hindi lahat itinuturo ito sa school dahil tamad , hindi alam o madamot ang mga instructors. Mabuhay po kayo dahil ibinibigay nyo ang inyong kaalaman. Marami pong salamat!

[@jsdesign_engineeringtv3633]

Your welcome, salamat din sir for watching my videos

[@vwssijohnchristopherbaquin7210]

thank you sir...keep posting po for us engineers! :)

[@gloryjanetiawin8848]

very practical sir... thank you.!

[@gracelynaraneta4177]

Laking tulong nito sir keep it up god bless po 😊

[@rrrx689]

Nice one! Your videos always bring the best very informative. Keep it up!

[@reynaldoblas6418]

Sir halos napanood ko na lahat ang mnga interesting topic mo sa concrete design baka pwedeng mag upload ka naman about tie beam or plinth beam design. Thank u po ng marami sa mnga design strategies nyo

[@jsdesign_engineeringtv3633]

Sure, paki hintay nlang I'll put in my list. Thanks

[@janmichael4448]

New sub sir. More sub ka sir helpful sa engineering students😅

[@crisenteaxalan4036]

GodBlessYouMore Sir😊,thank you!

[@reynaldosira5770]

Free Learning on KZbin. Thanks for sharing

[@olivesenpaigabionza6827]

thank you engr!!!!

[@oceanblue4818]

More power to you Sir!

[@joelparas189]

So helpful Sir. Thank you for the knowledge!😇

[@johnchristopher8187]

THANK YOU SO MUCH SIR!!!!

[@NORIELSTUBA]

NSCP 2015 po ba yung mga specifications na ginamit?

[@motsorejola7949]

Sir can you do a steel structure member design on your future videos. Thank you!

[@CrypTogether-e1j]

Thank you :)

[@gnidnoeled786]

Ang bottom bar po para sa midspan ay di na pinutol?

[@tabonski451]

sir ask ko lng :) panu if walang vibration equipment anu po ung recommendation or advise mo po? for residential house.. dami ko pong natutunan sayo sir maraming salamat.. kulang parin ung actual if walang katulad mo sir nag aadvise..

[@jsdesign_engineeringtv3633]

Highly recommended kasi talaga ang concrete vibrator especially pouring of column malalim na yan hindi natin nakikita kung nag aampaw, sa slab pwede pa kasi visible. thanks

[@gnidnoeled786]

Bakit po ang "d" na ginamit ay t = 120mm. Hindi po ba ang d = slab thickness - concrete cover - bar diameter/2 = 120 - 20 - 12/2 ?

[@RenatoJrPardilla]

nice video sir,.. can I ask for a copy of the table for the slab (coefficient). thanks...

[@denverpili3510]

Sir this vid is about 3 years ago, but the load factors you are using is (1.4DL + 1.7LL) still as of 2001 NSCP version. Why?

[@jsdesign_engineeringtv3633]

@@denverpili3510 you maybe right, but it still a designer's discretion. Thank you for watching and comment

[@cedricpaolomorales1106]

Sir baka po Pwedi makahinge nung inyo pong ready made na Coefficient Factor of "Cases" Thanks po

[@nerizacullado9721]

hello po sir given po b ung 4 sa LL?😅and ung 24 sa DL?,thanks po

[@frederickbambao7431]

Sir. Salamat po Sa malinaw na pagpapaliwanag.malaking tulong Sa Amin. Sir. Baka naman po pwede makahingi Ng kopya nung moment coefficient table Ng one way slab. O kahit ung link po na Kung saan pwedeng maindownload. Salamat po.Godbless

[@jsdesign_engineeringtv3633]

Pm your email to JSDesign fb and I'll share a copy. Thanks

[@gnidnoeled786]

Ang preliminary thickness po ba na t = perimeter/180 ay both for one-way and two way?

[@jsdesign_engineeringtv3633]

Yes, but you should add 20mm clear cover for rebar, total "t" should not be < 100mm

[@jaumetolentino5339]

Hi sir, tanong ko lang po, bakit U= 1.4D + 1.7L ang load combination na ginamit niyo? Bakit hindi po 1.2D + 1.6L? Salamat po sa mga structural design lectures sobrang nakatutulong po.

[@jsdesign_engineeringtv3633]

Yea it may be the old load combi, I think 1.2DL+1.6LL starts in 2015. That is fine, just giving an example you can use the latest. Thankyou for your comment

[@alialim6321]

sir pano po ung deadloa ng chb na nakapatong sa floor, kung may partition wall po dun sa floor na dinedesign. pano po un isasama sir, salamat po

[@jsdesign_engineeringtv3633]

You can include those during DL calculation, apply a uniform distributed load specific for permanent and movable partition wherever it is located. No need to be linearly assigned. Thanks

[@marcoyangco4591]

sir whats the difference sa F'c/Fy vs sa 1.4/ FY sa 2 way salb niyo kasi F'c/Fy ang ginamit eh... thank you

[@jsdesign_engineeringtv3633]

1.4/fy is minimum code requirements. thanks

[@kirkjayheraldo7672]

Sir bakit po ung iba nakikita ko ang ginagawa S/l < .05 one way slab pag greater 2 way slab

[@jsdesign_engineeringtv3633]

You have 2 options: (1) L/S > = 2 (one-way) L/S < 2 (two-way) (2) S/L < = 0.5 (one-way) S/L > 0.5 (two-way) Both criteria are correct, use whichever you are comfortable. Thanks

[@teto.2617]

Sir ganitong procedure din ba ginagawa mo pag nag dedesign ka ng bahay??

[@jsdesign_engineeringtv3633]

Yes basically same approach. Thanks

[@reynaldovasaylaje616]

Sir I am so interested this topic..para narin ako Isang civil ... Sir pwede Po ako pahingi nang table mo sa coefficient... Gusto ko ito e apply gagawa ako nang mailiit na bahay..

[@jsdesign_engineeringtv3633]

Sure, pm your email to jsdesign fb, thanks

[@user-kg5ql2fi4m]

Sir may i ask where i can find the table for the types of cases?

[@jsdesign_engineeringtv3633]

I can share a copy, pm your email to my fb page (same name as yt)

[@patrickjhuzelofficial]

sir ask ko lamg po, bakit po nd na kinuha ung Pmax. Pmin lang po kinuha nyu

[@jsdesign_engineeringtv3633]

Yea you can always check Pmax if you wish, depende sa designer yan, ako I always check possible aggregate congestions. Thanks

[@kennethjavier6599]

May video po kayo about sa two way slab design?

[@jsdesign_engineeringtv3633]

At this time wala pa sir maybe in my next video please stay tune to my channel. Thanks

[@xspeedgamingzone5679]

Sir tanung lang po regarding po duun sa one way slab coefficent paanu po ba yan nakuha thankyou po

[@jsdesign_engineeringtv3633]

ACI table yan, if you are interested I can send you a copy for your reference. Stay tune to my channel I will upload another video for 2way slab naman coefficient method din. Thanks

[@lopeinario6600]

@@jsdesign_engineeringtv3633 CAN you give me your tables?, thank you very much

[@melmatz4639]

@@jsdesign_engineeringtv3633 Sir saan po pede makakuha ng copy nung ACI Table for one-way slab?

[@jsdesign_engineeringtv3633]

@@melmatz4639 kung coefficient table lang I can share a copy let me know your email pls thanks

[@melmatz4639]

@@jsdesign_engineeringtv3633 nag-message po ako sa inyo sir thru FB messenger about my email, hoping for your reply. thanks po

[@mobyshun7885]

Saan po makikita yung mga coefficients? Thank you po

[@jsdesign_engineeringtv3633]

I can share a copy. Thanks

[@mobyshun7885]

@@jsdesign_engineeringtv3633 Paano po? Through email po? Or you can share po a link to a website where I can download it?

[@jsdesign_engineeringtv3633]

Email will do. Thanks

[@mobyshun7885]

@@jsdesign_engineeringtv3633 nadedelete po ata ang comment kapag may email add

[@jsdesign_engineeringtv3633]

@@mobyshun7885 please check my fb page same name with my yt. Thanks

[@pisithkhien8235]

plz, teach in English!