I was assigned in your country in the 1970s and I speak a little tagalog which I learned during my stay in your country. My comment is that it is correct that all the main rebars are continuous and no splicing are involed. But why there are just 4 main rebars and the rebar hoops are so few and spaced apart? There should be at least 16 main rebars and no splicing and all must be continous. The rebar hoops are to connect the main rebars together and at the same time to contain the poured concrete once it has hardened and cured in 45 days. The rebar hoops are also to be used internally in a crisscrossing pattern to help further secure the main rebars together internally.
Thank you very much for the inputs sir 😊👍 I also plan to make english version to reach further global market viewers but it will defeat my purpose, my primary objective is to share my very simple wisdom to my fellow contrymen who may need help with my topics and I opt to explain it in a very clear common language which is tagalog. If I may have time I will include english subtitle to my videos, again thank you and more power 😊👍
Hi Sir, you dont have negative bars at slab to resist negative moments, what you have shown are only temprerature bars. I notice also that there were no spacers installed.
Sir meron akong cantilever slab na balcony then ang adjacent niya is hindi buhos kaya wala akong support bar.. sa beam lang ako kukuha ng support? Tnx sa sagot.. subscriber po ako sayong channel
Sana po mapansin?. Ask lang po ang po ang size ng 15by15feet na terrace sa second floor kung anu po ang maka less sa bakal pero matibay? Anu pong size ng bakal sa isang beam na 15x15feet At ilan piraso? Thanks po
With this blog deserves more subscribers. Kaya I subscribe. Boss saan po kau at give me tip magkano ang halaga ngayon ng pa kontrata per sqm na pang ekonomiya. Salamat!
Salamat po ng marami 😊👍 Natawa ako sa pang economiya 😅 Super Economy: Basta napinturahan ng disente P15,000/sqm po ang kalakaran Then pataas na ng pataas yan dipende sa kung gano kaganda ang gusto nyo, normally ang trench 25k, 35k, 45k, pero kung super yayamanin nasa 70-100K, Kung gipit talaga ang diskarte gawin muna ung structure at bubong para matirhan mo na then unti unti ang improvement pag nagkapera papalitada, pakisame, masilya pintura, etc.
For me, those support bars as you've mentioned are actually also called "temperature bars" (longitudinal) and can be spliced anywhere with minimum splice length per specs. The only main concerns for temperature bars (aside from its minimum splice length) are the 1). minimum size of rebar, and 2). its maximum spacing. And, "Inviting disaster" for that support bars or temp. bars? No. Sorry to disagree. The main bars (tranversal or along shorter span) are the ones that take care of that critical stresses as designed... Btw, i have a question, is there no provision for TOP MAIN tension bars (at supports) on this particular slab per plan drawings and specs.? Thx.
Kung iisipin 10 pcs na tig 9 meters ang haba so total of 90 linear meters na Steel deck, parang and dale noh... Pero ang tama pong pag sukat at mula sa contact ng bakal ng anilyo ng beam hangang sa kabilang contact ng anilyo ng beam yun ang tamang sukat, Then multiply nyo po kung ilang span ang magagamit, Kung ang distansya ng bawat beam ay 9 meters at susundin mo ang spacing ng anilyo sa porma na 1 inch ibig sabihin mag dadagdag ka ng 1 inch magkabilang dulo para maabot mo yung anilyo, So 9 meters + 2 inches ang haba = 9.05 meters Then multiply sa 10 kase 10 meters ung dami ng span na magagamit
sir tanong lang tama lang ba na 2 story eh 16 mm lang na 8 pang column kasi yung nag design linagay 4 na 20 mm at 4 na 16mm bali concret flat roof siya thanks
Baka super high ceiling po kayo or malalayo ung agwat ng poste or May mabibigat na load na ipapatong sa slab or Maraming Cantilver, Marami pong factor bakit tinibayan ng sobra pa lalo ng nagdesign ng bahat nyo, ang important po tinibayan nya instead na tipirin 😊👍
Gud day Ka Journey! ano po ba ang dapat gawin kung balak kong ipa extend ang lumang slab sa 2nd floor para sa 2x3 meters CR pero walang nakaabang na horizontal bars?
Need po bakbakin hangang makita ung rebar then dun po kayo maghook ng steel matting para sa bagong slab, HUWAG po kayong aasa sa tusok tusok lang ng rebar yan po ung mga bumabagsak kahit walang lindol on a normal day pag nainitan sa umaga ung rebar na tinusok tapos nalamigan sa gabi huhubo po yan
@@newjourney2027 Stirrups, also called “ties” or “hoops” but why are you still using rebar tie wires? I know in your American ally country still uses rebar tie wires. But in Russia we are now gradually using mechanical bolt clamps on a universal basis and are made out of tungsten-vanadium-chromium steel against geological seismic waves and against geological shockwaves of detonating thermo-nuclear warheads. We tack weld them to be assured of a secured hold as a rule of thumb. In your country which is full of earthquakes, you should be using these mechanical bolt clamps.
Hindi lahat monolythic pag slab...lalo p kapag may matigas n ulo. Doon k mab bwisit. May manggawa walang malasakit sa may ari n nagppagawa. Parang nagllaro lang.
Mas magandang detail Kung nakapantay ang top Ng beams para di kana mag crank Ng top bars the I drop mo SA ilalim Yung cantilever beam. Mag sokalo upstand k nalang paikot Ng balcony
Yes sir, yun sinabi nyo po ang kadalasan ang ginagawa, at mas praktikal gawin 😊👍 in my case may hinahabol po kase akong height ng base ng beam to the ground kaya hindi ko puede idrop ung lower ties ng rebars
Nakakalungkot naman panoorin 'to. I highly suggest to seek professional service of a legit structural engineer.Ang daming mali rito. Di ko maintindihan kung bakit may diagonal reinforcing bars. Sorry but I have to say this. Kawawa naman ang may-ari ng building na 'to. As I said, please avoid discussing things that belong to the world of structural engineering. This is actually a gift wrapped evidence of construction malpractice.
galing ng explanation..Napa SUBSCRIBE agad
Maraming salamat po, sana marami pa tayong matulungan 😊👍
I was assigned in your country in the 1970s and I speak a little tagalog which I learned during my stay in your country. My comment is that it is correct that all the main rebars are continuous and no splicing are involed. But why there are just 4 main rebars and the rebar hoops are so few and spaced apart? There should be at least 16 main rebars and no splicing and all must be continous. The rebar hoops are to connect the main rebars together and at the same time to contain the poured concrete once it has hardened and cured in 45 days. The rebar hoops are also to be used internally in a crisscrossing pattern to help further secure the main rebars together internally.
Thank you very much for the inputs sir 😊👍
I also plan to make english version to reach further global market viewers but it will defeat my purpose, my primary objective is to share my very simple wisdom to my fellow contrymen who may need help with my topics and I opt to explain it in a very clear common language which is tagalog.
If I may have time I will include english subtitle to my videos, again thank you and more power 😊👍
Sir pansin ko yung bakal sa bega parang mas mataas yung my crank bar..kaysa 2 meters na binabanggit mu
Thank you
Grabi sir sa cantilever Ang bigat dahil Ang kapal ng flooring nya.
Informative video engr
Maraming salamat po, sana marami pa tayong matulungan 😊👍
bakit walang top bar yun slab?
Hi Sir, you dont have negative bars at slab to resist negative moments, what you have shown are only temprerature bars. I notice also that there were no spacers installed.
Salamat sa info sir..
Maraming salamat po, sana marami pa tayong matulungan 😊👍
tama yan ung may nk ekis na bakal sa guitna maghaltakan sila pag gumalaw ang poste. Ganyan ang pingawa ko sa 2 nd floor namin.
Engr ka po?
Sir Pwede pa check ng schedule ng slab rebars design ng bahay ko ?
Sir meron akong cantilever slab na balcony then ang adjacent niya is hindi buhos kaya wala akong support bar.. sa beam lang ako kukuha ng support? Tnx sa sagot.. subscriber po ako sayong channel
Sana po mapansin?. Ask lang po ang po ang size ng 15by15feet na terrace sa second floor kung anu po ang maka less sa bakal pero matibay? Anu pong size ng bakal sa isang beam na 15x15feet At ilan piraso? Thanks po
Sir ung pagdrop ng bakal ? paano po un ilalagay?
Bakit po mas mataas ang beam ng terrace sir?
Ilan po ba spacing Nyan sa rebarring boss?
very inspiring vdeo..boss ilan mauubos na steel deck at bakal sa 3×6 na slab?salamat po sa sasagot.
Steel deck 6 pcs na tig 3 meters ang haba,
Rebar approx. 40 pcs po
Idol ilang meters ang terrace?
Can a one-way slab with steel decking replace a two-way slab without steel decking?
Yes, because steel decking is only applicable to 1 way slab. It is not advisable to 2 way slab.
Very Informative and knowledgeable...
Keep up sir..
Sir, bakit wala akong nakikitang mga electrical?
Salamat
may kisame po kase, pero may mga abang akong pipes na tumatagos sa beams
With this blog deserves more subscribers. Kaya I subscribe. Boss saan po kau at give me tip magkano ang halaga ngayon ng pa kontrata per sqm na pang ekonomiya. Salamat!
Salamat po ng marami 😊👍
Natawa ako sa pang economiya 😅
Super Economy:
Basta napinturahan ng disente
P15,000/sqm po ang kalakaran
Then pataas na ng pataas yan dipende sa kung gano kaganda ang gusto nyo, normally ang trench
25k, 35k, 45k, pero kung super yayamanin nasa 70-100K,
Kung gipit talaga ang diskarte gawin muna ung structure at bubong para matirhan mo na then unti unti ang improvement pag nagkapera papalitada, pakisame, masilya pintura, etc.
New Journey 😀 thank you sa respond. Ung 15k sir mapa 2nd floor or third floor ba. O pang first floor Lang. Kontraktor ba kau sir?
@@romeoray8811 hangang 2 storey lang po, kase mas mahal na ang mga bakal pag 3 storey pataas
New Journey ok thank you!
Sir yong terrace mo my poste ba yan sir?
For me, those support bars as you've mentioned are actually also called "temperature bars" (longitudinal) and can be spliced anywhere with minimum splice length per specs. The only main concerns for temperature bars (aside from its minimum splice length) are the 1). minimum size of rebar, and 2). its maximum spacing.
And, "Inviting disaster" for that support bars or temp. bars? No. Sorry to disagree. The main bars (tranversal or along shorter span) are the ones that take care of that critical stresses as designed...
Btw, i have a question, is there no provision for TOP MAIN tension bars (at supports) on this particular slab per plan drawings and specs.? Thx.
Salamat sa video nyo sir madami ako natutunan .may ask po ako contractor po ba kayo?
Need nyo po ba?
Taga saan po kayo?
Parang ito yung natuto lng ng mga terms sa engr feeling engr na. Pinaglalaruan nlng mga project nia.
gd am sir.poydi ba mag tanong ilang steel deck ang magagamit.sa 9 x10 meter
Kung iisipin 10 pcs na tig 9 meters ang haba so total of 90 linear meters na Steel deck, parang and dale noh...
Pero ang tama pong pag sukat at mula sa contact ng bakal ng anilyo ng beam hangang sa kabilang contact ng anilyo ng beam yun ang tamang sukat,
Then multiply nyo po kung ilang span ang magagamit,
Kung ang distansya ng bawat beam ay 9 meters at susundin mo ang spacing ng anilyo sa porma na 1 inch ibig sabihin mag dadagdag ka ng 1 inch magkabilang dulo para maabot mo yung anilyo,
So 9 meters + 2 inches ang haba
= 9.05 meters
Then multiply sa 10 kase 10 meters ung dami ng span na magagamit
sir tanong lang tama lang ba na 2 story eh 16 mm lang na 8 pang column kasi yung nag design linagay 4 na 20 mm at 4 na 16mm bali concret flat roof siya thanks
Baka super high ceiling po kayo or
malalayo ung agwat ng poste or
May mabibigat na load na ipapatong sa slab or
Maraming Cantilver,
Marami pong factor bakit tinibayan ng sobra pa lalo ng nagdesign ng bahat nyo, ang important po tinibayan nya instead na tipirin 😊👍
😅
Sir ilan metro ang maximum haba ng pwede sa haning terrace na walang poste
kahit ilan po basta supported ng tamang beam
Gud day Ka Journey! ano po ba ang dapat gawin kung balak kong ipa extend ang lumang slab sa 2nd floor para sa 2x3 meters CR pero walang nakaabang na horizontal bars?
Need po bakbakin hangang makita ung rebar then dun po kayo maghook ng steel matting para sa bagong slab,
HUWAG po kayong aasa sa tusok tusok lang ng rebar yan po ung mga bumabagsak kahit walang lindol on a normal day pag nainitan sa umaga ung rebar na tinusok tapos nalamigan sa gabi huhubo po yan
@@newjourney2027 Salamat po uli sareply nyo! CE po ba kayo? Medyo misteryoso yata.. ha ha ha! MOre vlogs please!
Susbcirbed....! taga san ka boss?
Tagaytay po boss,
Maraming salamat rin po, sana marami pa tayong matulungan :-)
Sir tanung lng po magkno inabot ng 2nd floor cost nya at ilan sqm po yn para mkakuha ako idea po
approx. 200K
Ano po size nun terarec ilan semento magagamit sa teres
Yung ginawa ko is 2x2m
Ano ang size ng mga bakal sir?
16mm ties and crank bar,
12mm steel mating,
10mm stirrups
sir, ano po size ng beam ng terrace nyo po?
2 x 2
Sir ano fb account mo thanks
Sir newbie here pede po magtanong ilang bakal magagamit para sa beam at slab ng 3x4 ang sukat kukuha lang po ng idea
3mx4m?
Ang isang bakal po ay 6meters,
Kung sa beam po 6pcs per beam x 4 beams so 24,
Then sa slab is 5pcs per meter so approximately 35pcs
@@newjourney2027 maramaing salamt sir sa pagsagot sa tanong ko GOD BLESS KEEP ON BLOGGING
Ask po ulit ako sir, ilan bag ng semento kaya magagamit sa slab at beam
@@yollyletran4402 dipende po sa lapad, kapal, size at dami ng bakal, gagawa po ako ng separate video para dyan
Size ng slab mo sir? Parang makapal na pag binuhusan na...
Mukha lang po, pasok parin 😊👍
nka dropped ba yan slab nya?
Yes po
@@newjourney2027 ilan cm po? for bathroom po na yan?
@@udekk2r867 for Balcony po dapat nakadrop ng 5cm (2inches)
Fancy names for hex nuts and jam nuts when they are just plain nuts. Why all the fancy names when one can just simply call them NUTS!?
Hahaha!😅👍
@@newjourney2027 Stirrups, also called “ties” or “hoops” but why are you still using rebar tie wires? I know in your American ally country still uses rebar tie wires. But in Russia we are now gradually using mechanical bolt clamps on a universal basis and are made out of tungsten-vanadium-chromium steel against geological seismic waves and against geological shockwaves of detonating thermo-nuclear warheads. We tack weld them to be assured of a secured hold as a rule of thumb. In your country which is full of earthquakes, you should be using these mechanical bolt clamps.
Paano gawin ang pag install ng wirings ng still deck
Binubutas po para sa junction, then ung pipes pinalulusot sa pagitan ng steeldeck at rebars
Hindi lahat monolythic pag slab...lalo p kapag may matigas n ulo. Doon k mab bwisit. May manggawa walang malasakit sa may ari n nagppagawa. Parang nagllaro lang.
Parang yung pinagawa kong slab inuna ang beam
Mas magandang detail Kung nakapantay ang top Ng beams para di kana mag crank Ng top bars the I drop mo SA ilalim Yung cantilever beam. Mag sokalo upstand k nalang paikot Ng balcony
Yes sir, yun sinabi nyo po ang kadalasan ang ginagawa, at mas praktikal gawin 😊👍
in my case may hinahabol po kase akong height ng base ng beam to the ground kaya hindi ko puede idrop ung lower ties ng rebars
sir, may video guide ka ba sa sinasabi mo sir? just interested sir
Nakakalungkot naman panoorin 'to. I highly suggest to seek professional service of a legit structural engineer.Ang daming mali rito. Di ko maintindihan kung bakit may diagonal reinforcing bars. Sorry but I have to say this. Kawawa naman ang may-ari ng building na 'to. As I said, please avoid discussing things that belong to the world of structural engineering. This is actually a gift wrapped evidence of construction malpractice.
@DueEastTrav Ano pa po ang ibang mali? Isa lang po ang minention ninyo. Salamat po.
@@allanyao418 mali dito sia gumagawa ng design kht di nmn engr at walang proper structural analysis. Hulaan lng sia.
kakatakot nman cantilever mo, mag sanguni mna sa civil engr bago pagawa o gagawa ng bahay.
Sir ano fb account mo thanks