COMMON FAULTS IN CONCRETE DESIGN USING RCDC SOFTWARE..

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COMMON MISTAKES IN CONCRETE DESIGN FOR RESIDENTIAL STRUCTURES USING STAAD AND RCDC..In this video we will learn how to correct some mistakes in the design.
For practice, you can download the staad file here:
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Salamat uli Sir. Ang laking tulong po samin nito

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

jimmyjavar
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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

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

vasubhadania
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Sir tanong ko lang po hindi talaga kasama ung windload?

Or sadyang hindi mo lang sinama kasi hassle sa pag manual compute?

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

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

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

marcovillena
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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.

amieljohnsantiago
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how to solve column joint flexture failure in rcdc

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

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

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

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

artpetercolinares