STAAD RCDC beam failure SOLVED without increasing beam size

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Reinforced Concrete beam design
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Sa pagkakaalam ko po before magproceed s rcdc make sure muna na pasado n sa staadpro or etabs ung structural frame para pag dating sa rcdc konting adjustment na lang kelangan. Baka po pwede mo balikan ung staad pro mo kung sa staad k nagrun ng analysis..

nsibayan
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Hello, do you know how I can change the bottom left and bottom mid reinforcements too? cause changing the bar layer is not really of much help

YungAnon
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sir may paraan pa ba mapaliit ang strap footing size, pag hindi cya strap ok lang ang mga sizes niya pero pag mag strap at may offset pa ang sobrang laki.

elpenot
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Please whats the idea behind the side face reinforcement in the RCDC beam design module. Not all beams would need the SFR since not all are experiencing torsion.

perfectbuilder
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Good day po, what if mag fail ang beam, dahil walang value sa shear left, mid and right at dahil na rin po sa maliit lang po ang length niys about .8 m. just need reply po asap to make this through before our finals this 2nd week of dec.

curtanthonymagistrado
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Please do vedio in English so other countries people can understand and u can increase ur views and likes

shoabhussain
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Boss, Paano po pag design mo ng footing sa RCDC tapos my failure, Paano Po ayusin in para maalis ung failed na footing?

nahidtatak
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When I import etabs to rcdc it seems column force ex and wind forcex missing why

shoabhussain
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I have etabs v19, rcdc 10 & office 2019..but still can't getting open .mdb file in rcdc..getting error as "unable to read analysis data"..pls guide me to fix or solve it.

yogeshbang
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Sir Good eve, How about po sa column failure? nag fail po kasi yung column ko due to shear. lahat po ng column ko from footing to tie beam. 0-1.8m. nilakihan ko na po section ayaw parin po. thanks po.

dacutanjohn
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Sir. Nag 3 layers na po ako both. Error pa din. Tinry ko exaggerate yung size error pa din po. Top BM Detailing daw po error. Ano po kaya mali ko?

gizelleneverio
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sir, pwede po bang pacheck nung model ko? send ko po yung .rcdx file. Slamat po

nikkisumer
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greetings, I have tried this pero  ang comment pagpinalitan ko yong quantity ng bar layers top/bottom meron comment na number of layers should be one (1). Bakit my limit sir. Thanks

crizaldybanquil
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Sir good evening po, paano po i ayos ang "detailing failure - column failed with largest diameter rebar." ng column?

elpenot
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Please make the video in english.Thank you

parkerpen