COMMON FAULTS IN CONCRETE DESIGN USING RCDC SOFTWARE..

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  • Опубликовано: 11 дек 2024

Комментарии • 34

  • @bernalesmichaeljorge376
    @bernalesmichaeljorge376 Год назад

    Salamat uli Sir. Ang laking tulong po samin nito

    • @BARTLANTV
      @BARTLANTV  Год назад

      Thanks for your time watching the video guys.. I'm thankful you learn something.

  • @hansonhenson1633
    @hansonhenson1633 Год назад +1

    nice sir! very informative

    • @BARTLANTV
      @BARTLANTV  Год назад

      Thanks for watching the video..

  • @jimmyjavar4784
    @jimmyjavar4784 Год назад +1

    Normal lang ba sir na malalaki column section sa two storey? 350x500 nasa 4mx5m ang span,

  • @christine7-v3f
    @christine7-v3f 4 месяца назад

    Thank you!

  • @lmlengineeringsolutions2498
    @lmlengineeringsolutions2498 Год назад

    kung tama ang pagkaintindi ko sir, pwede lang sa 250 na dimension sa column is 12mm rebar, pwede kaya taasan ko na lang ang grade ng steel like grade 60

    • @BARTLANTV
      @BARTLANTV  Год назад +1

      Kung gagawing 12mm ang column mag fail ito, kung remain as ease lang ang column pero ang beam rebar ay gagawing 12 mm lang, papasa sya kung gagawin mong 16 mm kailangan baguhin ang column size.... yung model naka attach pede mo i try sir...

    • @lmlengineeringsolutions2498
      @lmlengineeringsolutions2498 Год назад

      @@BARTLANTV cge sir, mas maganda nga kung i observe sa actual. thanks sa reply sir

  • @jaylvasquez
    @jaylvasquez 10 месяцев назад

    Sir pano po pag fail sa torsion irregularity, anong rectification?

  • @al-yamenamal9719
    @al-yamenamal9719 22 дня назад

    Sir paano maka salit ulit sa group page mo? Kasali ako noon pero nawala ang account ko 😢

  • @marcovillena9542
    @marcovillena9542 Год назад

    Sir sa mga failing beams, ano effect if iuncheck po ductility para mag pass? Rather than increasing beam section

    • @BARTLANTV
      @BARTLANTV  Год назад

      If your structure is in zone 2, then you can uncheck ductility, but in zone 4, it is required to utilize the ductility property of reinforced concrete if it is part of main resisting frame, if not, you can uncheck ductility for not part of resisting frame.

  • @amieljohnsantiago7321
    @amieljohnsantiago7321 5 месяцев назад

    sir bakit kaya fail parin ang FTB ko kahit adjusted na yung column ko pero nag papass naman sya pag inuncheck ko yung ductility. kahit lakihan ko size ng FTB failed parin.

    • @BARTLANTV
      @BARTLANTV  3 месяца назад

      @@amieljohnsantiago7321 Masyado stiff ang tie beam.

  • @loedtesalona3645
    @loedtesalona3645 8 месяцев назад

    how to solve column joint flexture failure in rcdc

  • @petersmith5883
    @petersmith5883 Год назад +1

    Sir tanong ko lang po hindi talaga kasama ung windload?
    Or sadyang hindi mo lang sinama kasi hassle sa pag manual compute?

    • @BARTLANTV
      @BARTLANTV  Год назад

      Yes hindi ko lang sinama.

  • @vasubhadania
    @vasubhadania Год назад

    i am using physical member and getting the error of column and beam missing....i have already assigned attributes in physical modeler....

    • @BARTLANTV
      @BARTLANTV  3 месяца назад

      @@vasubhadania sa software, analytical modelling lang muna gamitin mo.

    • @vasubhadania
      @vasubhadania 3 месяца назад

      @@BARTLANTV sorry I can't understand the language...!

    • @BARTLANTV
      @BARTLANTV  3 месяца назад +1

      @@vasubhadania There is problem with the software when physical modelling is concern. It would be ok if you use analytical modeller for the time being as the software is still being enhanced.

  • @artpetercolinares
    @artpetercolinares Год назад

    Hello po sir. Baka po pwd foootbridge naman yung e.model nyo po? Yung para sa tawiran po nang ilog.

  • @nilavrobiswas3213
    @nilavrobiswas3213 Год назад

    thanks sir

    • @BARTLANTV
      @BARTLANTV  Год назад

      Thanks for watching i hope you learn a lot in this video...

  • @lonewolfgaming01
    @lonewolfgaming01 Год назад

    I noticed po you did not include Bending+axial force design?

    • @BARTLANTV
      @BARTLANTV  Год назад +1

      Yeah, even if included, the scenario would still be the same.

  • @arnellagante6123
    @arnellagante6123 11 месяцев назад

    Sir. Baket NSCP po yung ginamit? Baket hindi po ACI? Please enlighten me po hahaha

  • @artpetercolinares
    @artpetercolinares Год назад

    Sir meron po ba kayo facebook group? Pwede po pa join?

    • @BARTLANTV
      @BARTLANTV  Год назад

      Thanks for watching the video, you can join in this group: facebook.com/groups/bart.alaba

    • @artpetercolinares
      @artpetercolinares Год назад

      @@BARTLANTV thank you. Paki accept po ako

    • @VencelNajarro
      @VencelNajarro Месяц назад

      Good eve sir..pa accept po sana sa group sir.