วีดีโอ

Cinonsider mo sir dito yung earthquake design para sa lateral ties ?

Hi . Please tell me what app do you use for video graphics content ?

Magagamit ko po ba ang column interaction diagrams na presented niyo kung SI units ang problem? Kung yes po, ano po ang gagawin para magamit?

Great video, Sir. But I want to clarify that in checking for punching shear you didn't account for the moment bi-axial contributing to your ultimate shear which generated the greater shear stress, also as ACI 318 Design Guide and RC Book 7 Ed James Wight (both 2016), u must check for the combinations of shear stress due to shear force and moment transferred. When it comes to check the bi-axial moment, both of one way to two way shear. The calculations for the Qu max and min is a sum of the 3 components such as Aksial Factored, Moment Factored about X axis and Moment Factored about Y axis.

san po galing yung 120kn?

Thanks for sharing! Good to learn!

Very Informative... Thank you...

In step 3,net upward pressure, where did you get 1.2_ to multiply 1000 DL

helloo Engineer Slender column naman

Proper

saan niyo po nakuha yung bf and tf if wala sa steel manual

Hello sir which app you used to make a video

Very good, informative & comprehensive video. Thank you.😊

Thanks for sharing❤

It is splendid. Step by step. Very lucid and made simple, presentation. Keep it up. Please let me know which code you followed and the year/edition of the code? Also, why the design philosophy adopted is ASD, why not ULS/LRFD, as the current international practice for strength design is to do by ULS/LRFD. May be for purlins, ASD is acceptable. Please let me know.

Pano po LRFD?

@yamanye1348

IT IS BASED ON ACI ? IS ?

ano pong code ginamit? pasok po ba sya code ng aci 318-19 and nscp 2015?

can i ask if what part of the nscp book can I see the tension area of the bolt diameter? thank you so much

Thank you very much sir for the detailed explanation....Keep do what you do best...God bless

Pano po pag may shear at tensile force?

In your channel, there was a video on how to design shear wall on midas design+ by using plate analysis output from staad. But this video is missing now

Thank you.

Thanks!

can you have an example for shear strength? is it 0.45(0.45)(248)?

Where is table 510.3.2 from? Also thank you very helpful video.

bat 0.5db nalang po para makuha ang d sa y direction?

Gr8✨

Dia of bar?

Thanks for your sharing! hope to see more with steel beam design in AISC.

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Hi, this is awsome video😊

Nice

ng galing naman ni Engr..mapapa sana all ka nalang..

نزت يظلةا

No me gusta energuate porque son mentirosos dos meses de pedir reconexión y no bienen

👌🏻👍🏻👍🏻👍🏻👍🏻

هلو