Пікірлер

• 
  @tonybernardino5476Күн бұрын

  Thank you sir, very well said☺️✔️👍

• 
  @ildebrandocatibud63473 күн бұрын

  OBO always ask now the drift check

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  @harfeljayhiolen89504 күн бұрын

  Nakaupload ka na din sir, sa wakas. Salamat sir

• 
  @jasonguillermo49965 күн бұрын

  Sir pa include slab detailing. Thanks po.

• 
  @jasonguillermo49965 күн бұрын

  Thank you for catering the request sir. God bless po.

• 
  @romeojr.gragasin31635 күн бұрын

  Ang galing mo sir. Thank you sa mga very informative na discussion na share mo sa Amin.

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  @Cocalemon.3765 күн бұрын

  thank you sir...,kailan po yung series #2?

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  @jsdesign_engineeringtv36335 күн бұрын

  @@Cocalemon.376 we upload video every week. Thanks

• 
  @merfjohngloria50216 күн бұрын

  pwd po mkahingi ng template.thank you

• 
  @jasontagalag39918 күн бұрын

  Good day, pwde po mahingi contact details, I have project retaining wall, I need design and plan details for retaining wall

• 
  @jsdesign_engineeringtv36337 күн бұрын

  @@jasontagalag3991 sure, I'll check with my partner if they will be able to assess the location based from their previous data. Let me know the vincinity please. Thanks

• 
  @gerromearizobal68378 күн бұрын

  Engr. Ok lang po ba na instead of steel beam ay concrete ipapagawa ? Like titibagin yung gitna pero ititira yung bakal ng slab para magawan ng beam ?

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  @jsdesign_engineeringtv36338 күн бұрын

  @@gerromearizobal6837 pwede naman pero ingatan nyo mag demolish ng existing structure baka mag create ng malaking crack at maging cause ng collapse. To me, steel support is much quicker and safe option but maybe more expensive. Think twice before make any decision.

• 
  @FredBatulan8 күн бұрын

  Paano Po engr pag bawas Ng vibration Ng slab pero DNA lalagyan Ng intermediate post

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  @jsdesign_engineeringtv36338 күн бұрын

  @@FredBatulan Thickening of slab could help reduce floor vibration, but make sure that beams holding them is strong enough to sustain added load. Thanks

• 
  @jasonguillermo49969 күн бұрын

  Sir pasample nman po ng structural design (thickness nd rebars) para sa suspended conventional slab for an elevated garage, carrying live load of typical cars...sana po mapagbigyan,thanks po.😊

• 
  @mursiomens16739 күн бұрын

  Mwah❤

• 
  @engrdx3699 күн бұрын

  Thank you sir! God bless you.

• 
  @hadrianlemuel1510 күн бұрын

  this is what we call, theory with experience. very informative video sir! dami ko natutunan :) thank you.

• 
  @FerdinandLisondra11 күн бұрын

  Gudam sir paano po e design ang rafter gamit steel i-beam.salamat po

• 
  @sherwinmosomos248212 күн бұрын

  Good day engineer nagkaroon Ng crack Yung slab Yung crack nya parallel.sa beam pinalagyan ko ng concrete epoxy I am planning na maglagay ng I beam para saluhin Yung weight ng Slab any recommendations po?

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  @jsdesign_engineeringtv363312 күн бұрын

  @@sherwinmosomos2482 epoxy treatment is good but you need to find out the cause of crack

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  @sherwinmosomos248211 күн бұрын

  medyu malayo po distance ng poste,4.5m by 4.5m I think Ang cause ng cracks is Yung distance plus pinagbabagsak ng mga worker Yung mga cemento kaya nagkaroon Ng cracks...

• 
  @jsdesign_engineeringtv363311 күн бұрын

  @@sherwinmosomos2482 steeldeck ba yung flooring?

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  @sherwinmosomos248211 күн бұрын

  2 way slab po ginamit 12mm 8 in.OC sa top ganun din sa bottom

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  @jsdesign_engineeringtv363311 күн бұрын

  @@sherwinmosomos2482 kung hindi naman nag karoon ng sag I think epoxy injection is enough.

• 
  @Kody82013 күн бұрын

  Where is this the formula for Shear Allowable coming from? Is this in the Reinforced concrete design handbook? If so, which clause is this?

• 
  @sher187114 күн бұрын

  New Subscriber. Thank you po Sir! :)

• 
  @joelmosteiro685214 күн бұрын

  Nice video sana mag patuloy lang blog nyo for others na gustong ma refresh ang design calculation.

• 
  @laurencedolorosa385215 күн бұрын

  Sir ask lang, pag ba sa retaining wall need din lagyan both right & left side? Or yung rear side lang since andun ang slope? Salamat

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  @jsdesign_engineeringtv363315 күн бұрын

  @@laurencedolorosa3852 You need to reinforced both but sometimes rebars on side facing soil are the main bars, meaning the spacing is closer and bigger. Thanks

• 
  @laurencedolorosa38526 күн бұрын

  @@jsdesign_engineeringtv3633 ah okay po gets, pero yung sa start po ng retaining wall sa side ay from the slope or kailangan from the front connected sa front fence? salamat

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  @jsdesign_engineeringtv36336 күн бұрын

  @@laurencedolorosa3852 you mean fence on top ret.wall? you can place it at the center

• 
  @bobotesparagoza906116 күн бұрын

  Sir baka pwede.kayo gumawa ng col/ ftng design ng chb fence with 2 or 3 meters backfill on the inner part.of the lot..thanks

• 
  @dicklacangan549416 күн бұрын

  Very informative boss. Thanks

• 
  @Cocalemon.37616 күн бұрын

  kailan po kaya kayu gagawa ng video na may lateral load sir... wide flange po gamitim mo sir if pwede....thanks po

• 
  @jsdesign_engineeringtv363315 күн бұрын

  @@Cocalemon.376 Sure, paki hintay nalang it needs multiple epsiodes to show effects on col-bm details. Thanks

• 
  @jessieprudenciado806216 күн бұрын

  Delikado na

• 
  @RonPanaranda17 күн бұрын

  malinaw ang paliwanag mo sir.

• 
  @bryanmoreno30317 күн бұрын

  Thank you Engr. malinaw po

• 
  @jamessontimola113417 күн бұрын

  Very Informative ❤

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  @renzotv122118 күн бұрын

  Gudpm po..san sir galing mga formula na ginamit nyo?

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  @jsdesign_engineeringtv363318 күн бұрын

  @@renzotv1221 Those are standard bending design formula for reinforced concrete. Check ACI 318. Thanks

• 
  @romeojr.gragasin316320 күн бұрын

  Very nice sir. Additional knowledge from you. Thank you

• 
  @exia417121 күн бұрын

  Applicable po ba sir ang shear wall sa residential? Ilan po ang minimum length ng shear wall pag sa residential? THANK YOU!

• 
  @jsdesign_engineeringtv363321 күн бұрын

  Yes ofcourse pwede yan sa resi. Although naging tradition yan sa high rise because of elevator and staircase. Wala naman minimum length depende yan sa diskarte ng designer. Thanks for watching!

• 
  @user-jj4em4wx7y22 күн бұрын

  Sir pwede ba copy excel yan.

• 
  @shamamba0222 күн бұрын

  good day engineer, paano po loading analysis pag nag install ng industrial hvls fan sa truss? additional Liveload po ba yun na point load?

• 
  @jsdesign_engineeringtv363322 күн бұрын

  Yes, point load sa bottom chord, if you know its weight add 15% for vibration. Thanks

• 
  @shamamba0222 күн бұрын

  @@jsdesign_engineeringtv3633 salamats ng madami engineer. !❤️

• 
  @RenLL-123 күн бұрын

  Thank you posir. Any chance po for a pdelta analysis video

• 
  @jsdesign_engineeringtv363323 күн бұрын

  Let's see. Thanks

• 
  @jtvalbz121623 күн бұрын

  Ang vertical bars po dapat ay ginagamit to resist axial force and bending moment while the horizontal bars are used to resist shear forces. Like sa column, di mo naman idedesign sir ang vertical bars base sa shear force. Bakit mo gagamitin sir ang vertical bars to resist Vnet?

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  @jsdesign_engineeringtv363323 күн бұрын

  You have a point. But columns are point vertical element, that is why vertical bars are solely designed to resist vertical and occasional bending loads. Shearwall is multi task plane element, it is vertical because it is designed to resist both horizontal and vertical forces. Therefore, both bar direction direction should be designed in shear and axial. Thank you for your comment

• 
  @febryugalde467124 күн бұрын

  Series 3 sir

• 
  @zoiloabano491224 күн бұрын

  Sir pahingi ng template mo sa design ng scaffolds. Thanks

• 
  @jsdesign_engineeringtv363324 күн бұрын

  Visit jsdesign fb page. Thanks for watching!

• 
  @rowellsalceda276326 күн бұрын

  bakit po kailangan ng gravel bedding and polyethylene sheet ung slab on grade.

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  @jsdesign_engineeringtv363326 күн бұрын

  Because slab-on-grade is directly expose to ground, we protect rebar from harmful moist that could bring corrosion, and also floor finishes. Thanks

• 
  @romeocorpuzavellano516427 күн бұрын

  Sir, paki discuss nga po, kung gagawa po ako nang 10 meters height na view deck, ang gagamitin ko po na beam ay 8x6x1/2 ang kapal, at 2meters po ang depth nang ftb., okay lang po ba?

• 
  @MarlonCabarrubias-qx2hi28 күн бұрын

  Anong section po ng NSCP yung hook length ng anchor bolts? Thanks you po.

• 
  @hubagna522128 күн бұрын

  godbless po sir

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  @jerwensecillano598129 күн бұрын

  what if po sir nasa second floor lang ang tubo

• 
  @melancholy9622Ай бұрын

  Thanks engineer.🙏

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  @hermillenavales7775Ай бұрын

  Sir pa sample ng grid method

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  @itwasai6586Ай бұрын

  salamat Engr. Ang galing po ng pagka explain! learned a lot:) thank you

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  @ktmamales408Ай бұрын

  bakit sobrang mahal ng sign and seal? total construction cost (labor only or including materials) x 7percent?

• 
  @jsdesign_engineeringtv3633Ай бұрын

  I know, but that's the trend for complete sets of drawing, specification, and design calculation. Basically we pay for their concept and liability. Thanks

• 
  @habitnprofession6088Ай бұрын

  Sir dun po sa 4 meter span is okey lang kahit steel angle seat lang ang maging girder? meaning wala na po sa midspan.?

• 
  @jsdesign_engineeringtv3633Ай бұрын

  That's the most practical way of treating it. However, we need to calculate if steel angle would be capable. Thanks

• 
  @gnidnoeled786Ай бұрын

  Would it be correct to say, that diaphragms resist lateral forces acting on beams, whilst shear walls resist forces acting on columns? Thanks in advance for the reply.

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  @jsdesign_engineeringtv3633Ай бұрын

  Basically that's the whole purpose. Thanks

• 
  @jantan09Ай бұрын

  Ang galing, detalyado, salamat engr!