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@gnidnoeled786

Жыл бұрын

Yes, indeed.

Ganda sana magkaroon ng buong structural analysis kahit ng typical na 2 storey reaidential from foundation to trusses..ung pwede maging template,salamat napaka informative.

Maraming salamat po Engineer. Di masyado naturo to ng instructor namin dahil nagka emergency at naubusan ng oras dahil finals na namin that time.

Salamat po Sir sana ipagpatuloy nyo ang paggawa ng video para maraming maalala ang design. God bless po!

salamat sir..ang galing mo.talagang magpaliwanag...iba talaga pag matanda ang nagturo..swabe..

@leenjames470

2 жыл бұрын

Matanda talaga? D ba pwdeng, datihan at bihasa na

Your videos are so helpful. Lalo na pagdating sa mga concept po nanahihirapan po ako. Keep uploading more po sir. SALAMAT

Galing mo talaga sir🥰

Thank you sir, very clear ang mga approach ng lahat na videos nyo sir. Sana meron kayong videos on how to distribute Seismic Loads laterally..

new subscriber here. thank you po sa mga videos na katulad nito, malaking tulong po ito para sa akin. ang galing nyo pong magpaliwanag. god bless po sa pag share ng knowledge.

Thanks engineer.😀

Maraming Salamat Sir, 👍👍🤗☺️

thank you very much sir

thank you sir!

Thank you

Salamattt po

Salamat sir. Baka pde mag request Frame analysis

Salamat sir

Sir, thanks, very informative. Just watched your video of footings, column and beam. Requesting to have a design of continous beam acted in residential two storey. Your approached are user friendly. Gos bless.

@ferdzspider1012

2 жыл бұрын

Thanks in advance

Thank you so much sa mga tagalog tutorials nyo po sir! Malaking tulong po sa aming mga gusto mag design!

thank you po

Waiting po sa upload ng design of connection for steel stairs

putting 2pcs. for compression bars towards the minimum 0.71pc.the beam will act more compressed and the point for n. a will adjust from its original axis

Hi Engr, new sub here. Very helpful tong tutorial mo sa pagrefresh ko sa beam designing. Napansin ko lang sa computation mo ng As2 and As': (As2×fy=M2) di yata naisama yung moment arm, tama ba?

@amirudintalintam4418

Жыл бұрын

As2.fy.(d-65)=M2 😐? or As'.fs.(d-65)=M2 ?..pwede ba..😐 or yong computed location ng epsilon prime from strain diagram.😐

Tanong kulang sir bakit po tumaas ang value ng M1 pagmababa ang grade ng steel ang gagamitin? Yung grade 40 which is 276Mpa.

since na maliit lng ang area of steel sa top bar nasa 60sq.mm lng pwedi ba gamitan ng 12 mm bar at as-ease lng ang bottom bar na 25mm?

Why not use po yung actual yield strength (fy) ng additional bar sa taas?

Hi po. Do you have videos explaining how to solve the Mu? Thankyou po!

ser, paano po yong seimic analysis nyan...lets say magnitude 8....

sir when you do the equation AsFy = M2. to compute for As2. You used M2 unit at N, hence As=M/fy, therefore As unit is mm2 per computation. but normally M is N.mm. Substituting As=N.mm/(N/mm2); As= mm3. which unit is for volume not area.I appreciate so much if you can clarify it to avoid confusion. thanks...

Hello po engr. I would like to ask po if this is included in NSCP 2015 or 2010?

@jsdesign_engineeringtv3633

4 ай бұрын

Yes our reference is nscp latest edition 2015

new supporter po ako sa channel nyo sir ganda explaination nyo salamat. may itatanong lang po sana ako kung pwede. nag design ksi ako sa staad pagkatapos ang resulta ay magkapareho ang bakal sa taas(3-12mm) at sa baba(3-12mm). sa analysis ko po magiging zero yung compression sa concrete stress block(a) at magiging walang silbi yung concrete sa beam tama po ba? ok po ba ang ganitong design may ganito po ba? konti pa lang po kasi nalalaman ko sa rc sir ill continue supporting your channel po

@jsdesign_engineeringtv3633

2 жыл бұрын

Thank you for your comment, normally nangyayari yan, discretion na ng designer how you finalize rebar arrangement. In other words we use computer result as our guidelines Please try to visit my fb page (same name as my channel) so we can chat more related to this topic

sir same calculation lang rin po ba yan sa secondary beam ?

@jsdesign_engineeringtv3633

2 жыл бұрын

Theoretically yes, it should be the same. thanks

Sir, what, if let's say, we use right away fy to solve for both As and As' ? Would that be a good and economical design? Thanks in advance for the reply.

@jsdesign_engineeringtv3633

Жыл бұрын

I replied on your pm in my fb page. Thanks

@gnidnoeled786

Жыл бұрын

@@jsdesign_engineeringtv3633 Thank you for the reply. 🙏

Hi sir naka 2nd layer kasi ang bottom bars, paano e compute yung spacing ng 2 na bakal mula sa 3 na bakal sa baba?

@jsdesign_engineeringtv3633

Жыл бұрын

I dont normally compute it, in reality we just use excess bars from your main, that will be your clear space

Engineer ask ko lng po kung saan safe na location sa beam kung saan safe na paglagyan ng pipe para sa Sink.. yung beam ay may sukat na Depth 45CM tapos width na 30cm salamat po sa sago..

@jsdesign_engineeringtv3633

2 жыл бұрын

As much as possible iwasan natin mag lagay ng pipe accross beam, but kung hindi maiwasan e-oversize ninyo yung beam (on that part) to replace the displaced concrete. Neutral axis maybe the best location. In addition, pipe sleeves welded with extra bars are the proper way of doing it. thanks

eccentric footing sample sir

Continous rebar ba yung 5 bars sa baba sir?

@jsdesign_engineeringtv3633

2 жыл бұрын

Yes continuous. Please watch my other video about "Main Reinforcing bar Layout on Continuous beams" related yan. It shows recommended splice locations. Thanks

sir f1ç1 footing1collumn1 yan ang meaning,ano naman po ung ftb rcc at mga iba pa po,,paki tutorial naman po mga ibig sabihin nian sir at ung mga iba pa,,sa mga videos mopo ako nanonood,,kayo po kc ung mas maliwanag magpaliwanag,,salamat

@jsdesign_engineeringtv3633

2 жыл бұрын

Actually there is no standard in designating structural members, we normally abbreviate words to shorten "figure display". In other words. it is up to the designer on how they want to call it, that is why we provided legend in order to avoid confusions. Thanks

Sir Diba Ang size ng beam 300x400, bakit Ang d is 400 din.

@jsdesign_engineeringtv3633

2 жыл бұрын

After finalizing our design we should always add concrete cover to get "h". 50mm for single layer, or 65mm if you are anticipating double layer. Thanks

Sir just for reference sa E which is modulus of elasticity. Beacause you used 200GPA for fy=400mpa . How about if 275 MPA is used, what's the modulus of elasticity. Because what if in the local market 275MPA is only available. Thanks..

@jsdesign_engineeringtv3633

Жыл бұрын

Actually it varies depend on steel grade. But to simply your calculation you can assume 200GPA for all steel grade. Thanks

@jackpat5643

Жыл бұрын

@@jsdesign_engineeringtv3633 Beiing a structural designer in the Phils. What steel yield strength ( Fy )and conc compresive strength (f'c )did you usually use (which is available in the market) in your RC design. Because I want to design but Im skeptical what values to use that is available in the construction supplies.

@jackpat5643

Жыл бұрын

I found your tutorial very informative and concise. Kudos to you sir.

@jsdesign_engineeringtv3633

Жыл бұрын

@@jackpat5643 Both rebar grades are available in the market, I suggest if you use 21mpa conc., use fy276, for 28 and above conc. use fy400. Thanks