Rebar Splice Length & Location- Tagalog Tutorial

[@cadworkz]

Ang galing nyo po mag explain sir ^^ dame ko natutunan. Salamat po ^^ more videos to come po hehe

[@Damage_CTRL]

Ito dapat yung nag one milliom views hindi yung walang ka kwenta kwentang mga bloggers na wala naman katuturan.

[@reynaldosira5770]

I'm your regular follower.for every new upload. Very informative

[@jsdesign_engineeringtv3633]

Thanks

[@arielescala7991]

Maganda ito para maeducate na rin ang mga nagpapagawa ng bahay na kapos sa budget at di na kayang maghire ng civil engr, importante talaga kasi maging economical at safe ang structure.

[@emsnts1125]

Very well explained!! 👏🏼👏🏼

[@kimberlymaesantos1660]

Hi sir, please cover din po yung commercial, procurement and QS topics. Maganda po kasi explanation nyo doon sa bid evaluation na video. Salamat po

[@mrtams]

Thank you God bless po

[@almajididjas7515]

Hi sir i hope gumawa rin kayo ng explanation about sa middle third ruling na usually ginagamit for pouring strip or construction joint. Salamat 😊

[@jornlazatin8631]

Thank you sir, new learnings ako palagi sa channel nyo.
Question po, yung sinasabi po nila na 40d at 50d saan po galing ung splicing na yon?
Thank you po.

[@aeriskabkr1110]

Thanks, sa explanation sir, ganyan ang manner ng splicing na observed namin sa site.. Sir, tanong ko lang po kung paano at saan ginagamit ang formula for Lap Splice Lengths of Deformed Bars and Deformed Wires in Tension? nabasa ko lang po sa NSCP. Ang ginamit po dito na formula sa video is for Lap Splice Lengths of Deformed Bars and Deformed Wires in Compression

[@jsdesign_engineeringtv3633]

As much as possible we avoid tension splice, but in rare cases always check moment diagram. Ensure all the required rebars are in-place within the tensile zone. Thanks

[@richardneile.salalima54]

thank you sir

[@CheapTrick88]

question sir.. pareho lang po ba ang splicing at location ng extra bar pag sa footing tiebeam at grade beam? sabi kasi ni architect ay reverse sila pag nasa ibaba sila di pareho yung dinadala nilang load.

[@clutchplays4116]

Thank you Engr for the information. Just want to share na nagbabago po ang splice location if the member is intended for seismic purposes like girders. Btw po anong section po sa NSCP yung splice length formula? Thank you po

[@jsdesign_engineeringtv3633]

Thanks for the added info. Check mo lang sa rebar detailing there's a lot of useful information there.

[@renzelesteban3113]

Same din yung query ko sana sa query mo, Sir Clutch.

[@jeynelsarraga4691]

Sir pwde rin po ba ung 40d pra s slicing...???

[@bandz5433]

Sir sa lapping po ano po standard if contenues yong bakal? Salamat if masagot

[@jsdesign_engineeringtv3633]

@@bandz5433 for tension splice use 50 bar diameter

[@bandz5433]

@@jsdesign_engineeringtv3633 okay sir salamat po.

[@aeclint]

So 300mm po min. ng lap splicing po ba sir?

[@jsdesign_engineeringtv3633]

For compression splice use 28 x bar dia.

[@aeclint]

@@jsdesign_engineeringtv3633 Thank you po! 😊

[@pong3753]

Sir sa NSCP po bawal naman po mag splice sa 2d sa bottom bars malapit sa face ng column..

[@alexandermunasque2584]

hindi ba bawal mag splice sa support sir?

[@jsdesign_engineeringtv3633]

As long as you are within the comp. zone and let the aggregate pass through its good. Thanks

[@alexandermunasque2584]

@@jsdesign_engineeringtv3633 thank you Sir.

[@stephencano2737]

for Special moment frames bawal mag splice sa support .. splicing is only allowed after twice the depth of beam from the support at 50 percent per beam cross section.. yung explanation ni sir sa splicing location at bottom bars at the support is only applicable for beams/girders recieving gravity loads only.. please see NSCP