Estimating Steel Works - Footing, Column, Beam, and Slab

NOTE: FOR ECONOMIC PURPOSES, YOU CAN USE DIFFERENT COMMERCIALLY AVAILABLE LENGTH OF RSB SO AS TO REDURE WASTAGE. Just replace the 6m length of RSB in the computation by the different available sizes - 6m, 7.5m, 9m, 10.5m, 12m.

[@B-artdesign]

WOW napaka liwanag nyo po mag explain sir. keep it up po

[@czeejohncabatu8812]

God bless

[@czeejohncabatu8812]

Galing po

[@nickieteves4492]

This vid is a big help for me Thankyou!

[@romeoselga4707]

malinaw at madaling intindihin..Salamat Sir

[@jesonrepana3197]

14:20 Sir, very important po malaman ang most economical commercial length dahil pwedeng malaki po ang waste sa bakal kapag namali ng pagpili ng commercial length. Sa example niyo po, 3.60m ang magiging total waste kapag 6m com length ang ginamit pero kapag 9m com length, 0.60m lang po ang masasayang.

[@kencabscivilengglectures6298]

Yes. I explained it to my class. We just used 6m commercial length for uniformity in solution, but i reiterated in my class the use of economical section. I didn't mention it here because it was reserved for my zoom class. This is a a classroom discussion btw, I just uploaded it here just to share some few knowledge.

[@gwai427]

@@kencabscivilengglectures6298 ENGR. GOOD DAY PO, PWEDE PO BA MAKA HINGI NG TEMPLATE NYAN? MARAMING SALAMAT PO :) SANA MAPANSIN,

[@gwai427]

kagaya po ng nag fifill nlng kau ng number tas e calculate nlng po,,hingi po sana ako guide para po mas makabisado ko po hehe

[@regine12]

Thank you!

[@xb0y0y0yx]

thanks for a very informative estimating tutorials Engineer. I hope you have to re-upload this with separate topic so that it will not be a very long video,,, i am sure also you will get more viewers.... keep it up and hoping for more informative and educational videos.

[@rajiv080887]

salamat po maam. galing mo magpaliwanag very clear. pahinig kmi ng copya templete mo

[@mars8735]

Thank you so much po!

[@artcancer]

Keep posting this kind of video po, it will help our young engineers a lot. Thanks po.

[@joehight6339]

What reference did you use for the tables you provided at your presentation? Thank you!

[@michaelmelocoton8197]

Thank you sir..

[@achillesarce6397]

thanks! :)

[@mountainrock7682]

Ang galing nyo po magturo at mag explain. Pwede po bang manghingi ng copy ng mga sheets ng schedule na gingamit mo? Thanks.

[@arlandoy]

Nice presentation👏

[@cabroncito600]

paano po pag may footing tie beam? Ganyan din po ba ang pag lagay sa mga lateral ties sa ground floor column?

[@johndaveleones69420]

i need earthworks and concrete detailed estimates :(

[@ricafayenicolemiraflores6879]

sir paano po kung ang cuts value ay 4.94 cuts? whole number pa rin po ba? Thank you po

[@khairiabagul4322]

sir, ur vids are really helpful. baka pwde po makakuha ng copy nung sinusulatan nyo? :)

[@yongchu8743]

Engineer paano mag-estimate ng RSB ng tie beam

[@johnchristophercaturan8913]

Engr. ask ko lang po paano po nakuha yung 0.1 na hook 49:10

[@ilovenature4542]

Eski pdf mil skti hai kya sir ji

[@CesuQuilang]

beam 1:17:00

[@richojmondejar2695]

Sir, pdf po please baka meron yan. Helps a lot tlga sir

[@vhinmedes6809]

Tutorial po sa structural pero tagalog idol

[@bryan-ll7ne]

sir sana mabasa mo, sino po ba talaga responsible sa pag estimate in martials/budget sa contruction engineer or sir architect?

[@tapramos7572]

Engineers master, depende din sa scope, electrical & mechanical (for MEPFS) tapos civil engrs (for civil,structural & archi works)

[@ihinyero1140]

Sr Cutting list sa footing.maraming waste .7 malaki n po yan klaro na 10.5 length gmitin walang tapon.

[@kencabscivilengglectures6298]

Yes. I explained it to my class. We just used 6m commercial length for uniformity in solution, but i reiterated in my class the use of economical section. I didn't mention it here because it was reserved for my zoom class. This is a a classroom discussion btw, I just uploaded it here just to share some few knowledge

[@precywayne8318]

Paestimate po Neto sir many thanks skeleton two storey roof deck structural no walls

[@graceperez9495]

Sir for clarification po at 1:27:15 sa column width po, isang 0.4 lang po ba talaga iaadd? Thank you po, your video is very helpful po

[@graceperez9495]

Tapos po yung 2.8 span is naka center to center po sa column.

[@graceperez9495]

Clarified at 1:50:55

[@CesuQuilang]

slab 2:20:28

[@jasonbuante4397]

sir pwedi makahingi ng mga sheets na ginamit mo

[@adamhrsikesa136]

Can you share the PDF file. Really appreciate that

[@DarylSunga]

UP PO ITO..

[@Kamiya828]

Kami rin po waiting 2 years na 😢

[@reyesjr695]

Well explain po
Favor po paki bisita po kaibigan ko EXADELIO LAZO patapik na rin
New subscriber po
More vlog to watch . Stay safe po

[@lazerimar5590]

SIr, napaka liwanag nga explaination mo..pwede po ba makahingi ng pdf copy ng computation mo?[e-mail]...Thanks

[@3k1morelellac21]

hi engr, penge po ako ng pdf file or excel file n gamit mong materials to estimate the rsb. thank you. kindly email me at
[e-mail]

[@jollylemi6797]

SIr, napaka liwanag nga explaination mo..pwede po ba makahingi ng pdf copy ng computation mo?[e-mail]...Thanks

[@kevsh4997]

Nakatanggap ka po ng pdf copy?