Thank you so much Sir for the detailed, comprehensive, exhaustive, elaborate, intricate, specific, precise, meticulous and painstaking lesson. This is marvelous! Salamat po, looking forward to more lessons in the near future. God Bless.
Madali lang talaga sya gawin pag rectangular yung whole floor footprint Sir Idol Engr pero kapag iba iba na yung mga slab shapes and sizes, dun na papasok yung sakit sa ulo haha. Pero thanks idol dahil sayo ako natuto magcutting list.
Hi. I'm a mechanical engineer in Malaysia. I'm so interested in civil engineering, typically home structural design. Would you consider having English subtitle in all your video?
Hala sorry late ako!! Watch ko nalang later busy kasi ako work, sad hindi siya more on vertical structures pero for future reference e sisave koto.. Balik ako later for suggestions or questions, thanks Sir engineer. Keep safe God bless!!
HI sir, can you provide a lesson on how to program analysis of 2D trusses using a matrix in Microsoft Excel?Can you provide a lesson on how to program analysis of 2D trusses using a matrix in Microsoft Excel?
Hello sir, Re bottom bars. Dalawa po starter niyo diba, di ba pwedeng, alternate nalang yung pag latag, I mean, 1st reinf. sa left magsimula, 2nd reinf. sa right magsimula and alternate sila para iisa nalang cut ng bakal and magamit yung kabilang splicing zone?
Based on the specifications @1:02:45, Top Bars on Continuous Edge have 180deg hooks, so I used: 180-deg bend: = Θ*r = π*(6db/2) = 36π Straight Ld: = Greater of 4db or 75mm (ACI Table 25.3.1) = 4*12 or 75mm = 45 < 75mm (Choose 75mm) Total: 36π+75 or 188.097 Kulang talaga yung 150mm @1:12:45
magandang araw sir, always refer to the general notes po. it is entirely on the particular consideration ng structural engineer na nagdesign po ng building po ninyo. all those fractions are dependent on the behaviour of a particular structural element po. :)
th-cam.com/video/tWH-F7-yJUc/w-d-xo.html may footing cutting po sir para sa zone ng regular shaped mat footing. for irregular shaped mat footing or kahit na sa regular shape, always consult structural engineer of your project since they are the one who knows well ang design po nila. :) thank you sa panonood.
Sir makikipasa naman ng Excel Format nung Rebar Cutting List hindi lang ma access at hindi makapag register dun sa discord link na provided nyo e salamat
Hi engr. Re top bars. In your example, all top bars nag end at supports. In practise usually, alternating ang extra bars and crankbars. Ask ko lang sir pano ang cutlist kung meron crankbars? Saan ang lap zone ng crankbars? Thank you sir. God bless
Thank you so much Sir for the detailed, comprehensive, exhaustive, elaborate, intricate, specific, precise, meticulous and painstaking lesson. This is marvelous! Salamat po, looking forward to more lessons in the near future. God Bless.
Mas okay nga yong walang background music para walang distraction at makapag-focus mismo sa lecture. Nice explanation Eng'r.
Thank you sir, sana marami ka pang ma i-share na knowledge sa amin.
Madali lang talaga sya gawin pag rectangular yung whole floor footprint Sir Idol Engr pero kapag iba iba na yung mga slab shapes and sizes, dun na papasok yung sakit sa ulo haha. Pero thanks idol dahil sayo ako natuto magcutting list.
Thank you so much sir, more videos like this po.
Mas malinaw po kyo mg explain sir ng inyong mga ibinibigay na kaalaman po pra smin.
Tnx po ng mrami syo sir mbuhay po kyo.😊😊😊
Hi.
I'm a mechanical engineer in Malaysia.
I'm so interested in civil engineering, typically home structural design.
Would you consider having English subtitle in all your video?
Idol kotooo!! Inaabangan ko mga video mo master
Thanks for sharing and I'm your follower on TH-cam.
Hala sorry late ako!! Watch ko nalang later busy kasi ako work, sad hindi siya more on vertical structures pero for future reference e sisave koto.. Balik ako later for suggestions or questions, thanks Sir engineer. Keep safe God bless!!
Thank you very much sir for your great vlog mabuhay ka👍
Auto download,, thank you sir!! ❤️
ahaha. 🤣 autoshare din. haha
Thankk youuu, Sirrr!!!!
welcome haha.
Thank you so much Sir! God bless.
Thank you engr. Suggestion lng pwede po iba color ng top at bottom bar para madali madistinguish. Godbless Engr
Thank you Sir! 🙏😊
Tank you Sir ❤️❤️❤️💪💯
Tanong ko Lang po Ang L/4 pag beam starting sa face Ng Column (clear span)? Pag slab L/4 start sa center Ng beam (effective span ba Yun)?
Very informative 👍
HI sir, can you provide a lesson on how to program analysis of 2D trusses using a matrix in Microsoft Excel?Can you provide a lesson on how to program analysis of 2D trusses using a matrix in Microsoft Excel?
hello po, what if yung dimension ng the whole floor po ay less than 12m yung width at length, kailangan pa po ba magsplicing?
Hello sir, Re bottom bars. Dalawa po starter niyo diba, di ba pwedeng, alternate nalang yung pag latag, I mean, 1st reinf. sa left magsimula, 2nd reinf. sa right magsimula and alternate sila para iisa nalang cut ng bakal and magamit yung kabilang splicing zone?
Pls can You show the detailed positions of the top bot n temp bars tnx
Sa rebars sa slab sa pag latag sa rebars saan ang sa ilalim sa longer span ba o sa shorter span ba? (di ba pag latag ng rebars x and y )
Ser kung jan po is 150mm yung spacing ng bottom bar. Tanong ko po kung ano po ba maximum spacing ng bottom bar?
Good evening. Yung bottom rebars po ba ng slab ay tumatawid ng beams?
Need po ba 2 na magkaibang height ng rebar ang gamitin? or okay lang po na isa?
Based on the specifications @1:02:45, Top Bars on Continuous Edge have 180deg hooks, so I used:
180-deg bend:
= Θ*r
= π*(6db/2)
= 36π
Straight Ld:
= Greater of 4db or 75mm (ACI Table 25.3.1)
= 4*12 or 75mm
= 45 < 75mm (Choose 75mm)
Total: 36π+75 or 188.097
Kulang talaga yung 150mm @1:12:45
How about yung mga corner bars sa slab? Hindi ba siya isasama sa cutting list?
Engr. walang hahawak sa extra top bar. Kailangan may continuous bar perpendicular sa mga extra top bars.
suspended slab po ba itong example nyo po? meron rin po ba kayong para sa slab on grade?
sir di ba mahalaga ang crank or bend up bars sa suspended slab?
Good day. Tip po sir Kung ano Ang gagamitin? L/3, L/4, L/5 o L/6? Salamat po sa sagot at explanation
magandang araw sir, always refer to the general notes po. it is entirely on the particular consideration ng structural engineer na nagdesign po ng building po ninyo. all those fractions are dependent on the behaviour of a particular structural element po. :)
Sir carl ilan dapat splice ng comprission at tenssio
Sir, sa ginawa niyong lecture ngayon ok lang kahit walang crank?
standard po ba yung spacing na 125 at 150?
Hello sir, ask ko lang pano sa mat footing? San po area/zone pwede mag splice
th-cam.com/video/tWH-F7-yJUc/w-d-xo.html may footing cutting po sir para sa zone ng regular shaped mat footing. for irregular shaped mat footing or kahit na sa regular shape, always consult structural engineer of your project since they are the one who knows well ang design po nila. :) thank you sa panonood.
Sir makikipasa naman ng Excel Format nung Rebar Cutting List hindi lang ma access at hindi makapag register dun sa discord link na provided nyo e salamat
Hi engr. Re top bars. In your example, all top bars nag end at supports. In practise usually, alternating ang extra bars and crankbars. Ask ko lang sir pano ang cutlist kung meron crankbars? Saan ang lap zone ng crankbars?
Thank you sir. God bless
discuss ko yan next. I cant really promise when since mejo busy lang tlaga. but I will. :)
bat 150mm spacing mo po sa bottom bars? diba 125mm yun?
napansin ko siya by the end of the video. pero thanks. nasa bandang dulo ng video. kinorect ko. pero baka may iba pa.
@@CarlAmbrayTheCivilEngineer salamat po
Engr, pwede po makahingi ng format nyo ng excel para sa bar bending schedule? Salamat po.
13:53
sir ano ho ba ang 3db?
Sir may I request copy of your excel format.
I-CC mo ako🥺👉👈
Thank you Sir! 🙏😊
Thank you sir!