3.0 Column Rebar Cutting List 

Sir papasa naman po ng MS Excel Format ng Rebar Cutting List nyo hindi lang kasi ma access/makapag register dun sa link na pinorovide nyo! Salamat

Sir pwede po malaman anong sukat ng footing ,beam , at column po salamat🧡

Gusto ko po kc itry sa autocad para malayout yung from footing to beams po

Sir yung bali po ba sa ilalim ng column 12db din po ba ibabawas ko kc sa layout ng column🤔 tnx tnx

@@whiteskyphilippines7308No need na tol. Just see the elevations @5:14. Aim is to get the length of column rebars. FL Elevation: -2000m (-2m) Level 1 Elev: 0 Level 2 Elev: 5000mm Level 3 Elev: 9500mm Level 4 Elev: 13500mm *NOTE: Offset the 90deg bent bars from FL = 107mm.* Cast on earth cover = 75mm Footing bar dia = 16mmØ x 2 = 32mm Total Offset = 107mm

Clear height minus the splice length all over 2

this is a very good question actually. I appreciate you inquiring. it will really require actual/physical interaction sa construction ng column para madiskartehan yan. later I will post a video to address this question, I will create at least 3D model to give you at least some idea what "might" happen kung ikakabit na ung bakal.

@@CarlAmbrayTheCivilEngineer Slamat po Sir!! Nanood ako sa youtube for more actual infos/works in construction pero halos lahat "Hindi" language :'(( .. Please keep doing this kind of videos for fresh grads who dont have work experience also for inspiring younge ones!! God bless Sir Engineer!

Puputulin lng ung 4 bars at naka 90deg hook dapat sa joint kung san sya puputulin, dun naman sa 8bars na tutuloy sa mas maliit na column,ibebend lng yan ng naka 1:6 na slope gamit ka lng basic geometry para makuha mo

Yes, but depending of rebar size. See link: up.codes/viewer/virginia/aci-318-2014/chapter/25/reinforcement-details#25

gitna po talaga, critical sa earthquake ang mga zone near beam-column joints, that is why hindi nirerecommend ng Code na dun mag dugtungan.

@@CarlAmbrayTheCivilEngineer salamat sa reply sir. God bless

half ng required number of bars per floor in accordance sa 50% splice.

then everything I say here should be revised but same approach, 1. layout first, splice only at the appropriate Zones (whatever market length you use, kaya lang naman tayo namimili ng market length is para makatipid at mabawasan ang retasong bakal e, so bahala talaga si constructor) 2. then count and compute total. if ever talagang di kaya ng 6m na maabot ang mga tamang splicing zone then my solution would be (kung ako contractor) 1. look for other suppliers (ibang story na kapag maliit ang eskinita na pagdedeliveran, diskarte talaga ng constructor, for inavailability naman ng bakal dahil nagkakaubusan, jan papasok ung forecasting, hindi kasi pwede ngayong araw ka magkakabit ng bakal tapos ngayon ka lang oorder, dapat 2-3months before nakausap mo na supplier mo to provide you the appropriate length, i had experience in this scenario ordering rebars so it is more on communication with the suppliers) 2. consult the structural engineer if pwede magcompromise sa lap splice zone (which is most of the time hindi papayag)

@@CarlAmbrayTheCivilEngineer Mostly ,6m lang talaga ang availble lalo dito province unlike sa Highly urbanize cities like Metro Manila

if that is so. magiging marami ang retasong bakal mo (pero as I say, same approach lang, layout and count). wala na tayo magagawa dun. unless you can find more ways to reuse pa ung mga retasong bakal mo. ganun talaga sir e. and also consult your structural engineer and architect ng building what might be a better solution. sila ang pinaka final say sa ganiyang issue e. hehe. pero kung provincial urban naman, baka pwede ka mag direct sa mga supplier (or pabrika dealer) like Regan, Capitol Steel or Powersteel. matinding planning talaga kasi bulk orders sa kanila hindi tingi-tingi. pero kung provincial rural, eh talagang nasa matinding management and diskarte na nung kung sino man ang constructor. in the end, nasa diskarte ni contractor what is best.

@@CarlAmbrayTheCivilEngineer Thank You for the response bro

Thanks for the importance of yourself sa ka construction po