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Two Way Slab - Part 1 

PRC Review Center by Engr. Perfecto Padilla
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In this video, Engr. Perfecto Padilla Jr. discusses on what is a two way slab. Watch the entire video to know!
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⏱Timestamps⏱
00:00 - Channel Intro
Music used:
- "LAKEY INSPIRED - Chill Day" is licensed under a Attribution-ShareAlike 3.0 Unported (CC BY-SA 3.0)
Music provided by BreakingCopyright: [ • [Non Copyrighted Music... ]
- "Tokyo Music Walker - Way Home" is under a Creative Commons (cc-by) license
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Опубликовано:

 

10 сен 2024

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Комментарии : 10   
@arnolddadios7042
@arnolddadios7042 Год назад
To GOD be the glory sir Perfecto for sharing your knowledge.
@tribby3d
@tribby3d Год назад
Great video! Tips: Tribby3d can be used to automatically calculate tributary areas 🙌
@PadillaReviewCenterOnlineTV
Is yours a software? Can I have a link on how can I view it's environment. Thanks for visiting our channel
@tribby3d
@tribby3d Год назад
@@PadillaReviewCenterOnlineTV Yes! Feel free to link to tribby3d 👌
@racksvere4726
@racksvere4726 2 года назад
thanks sir
@ariesmarkbabac38
@ariesmarkbabac38 2 года назад
Hi sir how to enroll . Thanks po .
@PadillaReviewCenterOnlineTV
@PadillaReviewCenterOnlineTV 2 года назад
Hi Aries! You can enroll in our programs by clicking this link: bit.ly/padillareviewenroll
@romeosantos8848
@romeosantos8848 5 месяцев назад
it is very simple to know if it is a one way and two-way slab. just divide the short dimension over the long dimension, if it is greater than 0.5 then it is a two-way slab, as simple as that. why make such insulting remarks to engineers, it is unethical. and who you are to insult 99 percent of engineers.
@vutpisith3887
@vutpisith3887 7 месяцев назад
Could teacher speak in English?
@romeosantos8848
@romeosantos8848 5 месяцев назад
you should be ashamed to say that 99% of engineering students and licensed engineers do not know that figure. that figure is for the distribution of loads to the beams. it's not for the slab load almost everybody knows that. ikaw lang siguro ang hinde nakintindi ng naaral ka pa lang.
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