🔴 Reinforcement of Column | Taking Off Quantities | Part 2

Classification of bar reinforcement shall be as follows:
a. In foundations, which shall be deemed to include column and pier bases, ground beams, pile caps and the like.
b. In ground slabs, which shall be deemed to include beds, roads, footpaths and pavings.
c. In suspended slabs which shall be deemed to include attached beams, upstand, kerbs and lintels.
d. In walls, which shall be deemed to include columns.
e. In casings to steel columns and beams (grouped together).
f. In steps, staircases and strings and associated landings (grouped together).
g. In tops and cheeks of dormers.
h. In machine bases.
j. In isolated columns, beams and lintels (grouped together).
#KKChannel #Aben #ReinforcementOfColumn

[@ts.khairolbinkamaruddin6257]

Untuk video-video tutorial taking off quantity melibatkan bahan binaan yang lain. Sila rujuk playlist ini: ua-cam.com/play/PLgjYVh77tG_FGoG7-uGqnOUe4Bo-KCvZs.html

[@farhanizzudin1141]

very good video for education in bq

[@ts.khairolbinkamaruddin6257]

Terima kasih. Moga bermanafaat.

[@suriaashikin3293]

Your videos are really helpful! Thank you sir! Keep doing more videos like this

[@ts.khairolbinkamaruddin6257]

Thanks. I'm glad it's help. Will produce more. Thanks for your support.

[@ルナ_レイ0905]

Thanks a lot for the lesson encik. So much easier to understand the calculation.

[@ts.khairolbinkamaruddin6257]

Glad it was helpful!

[@adihusaini4737]

Terima kasih atas video ni, encik. Amat mudah difahami.

[@ts.khairolbinkamaruddin6257]

Sama-sama. Good luck!

[@aizat7891]

Terima kasih encik

[@ts.khairolbinkamaruddin6257]

Terima kasih. Moga bermanafaat.

[@ikramsebri4838]

Terima kasih en untuk video

[@ts.khairolbinkamaruddin6257]

Terima kasih. Moga bermanafaat.

[@normanhaqeem608]

Tq sir for creating a great video it really helps engineering student

[@ts.khairolbinkamaruddin6257]

It's my pleasure

[@ahmarahmar3344]

Tq en

[@ts.khairolbinkamaruddin6257]

Terima kasih. Moga bermanafaat.

[@amirabalqis616]

Helps me a lot sir tq ☺️

[@ts.khairolbinkamaruddin6257]

Most welcome 😊

[@sitinoraharyatibt.abdullah7430]

Untuk main bar takyah tambah lap ke?

[@ts.khairolbinkamaruddin6257]

Untuk main bar column, dah dikira full high (contoh: 3000mm).
Tambah lap tu untuk hanya untuk main bar bagi stump sahaja.

[@nurulimanmaisarah2704]

salam nk tny kalau soalan tny 4xR6-175 mcm mana ye??4 tu nos ke ape?

[@ts.khairolbinkamaruddin6257]

Betul

[@ts.khairolbinkamaruddin6257]

4 tu bila link R6...dia dah siap bagi bilangan linknya.

[@nurulrabiah4395]

Encik, yang h.t tu dia memang takpayah tambah dengan bend ke?

[@ts.khairolbinkamaruddin6257]

Tengok pd detail dwg...ada pakai sebatang terus sepanjang beam, ada yang sambung.

[@nurulrabiah4395]

@@ts.khairolbinkamaruddin6257 tapi masa encik tunjuk yg keratan utk roof beam tu kan dia sambung kan?

[@ts.khairolbinkamaruddin6257]

@@nurulrabiah4395 ini utk taking off column bukan roof beam.😅

[@nurulrabiah4395]

@@ts.khairolbinkamaruddin6257 maksud saya utk minit 5:03 tu kan dia ada tunjuk dkt situ ada bend?

[@ts.khairolbinkamaruddin6257]

@@nurulrabiah4395 utk rc bar column xde bend.

[@nadhirahsharoslan3381]

Tq sir😍

[@ts.khairolbinkamaruddin6257]

Terima kasih. Moga bermanafaat.

[@nurhanisah8001]

macam mana kalau x diberi nos of links? Height perlu divide c/c ke?

[@ts.khairolbinkamaruddin6257]

Ambil column height, divided by link spacing..

[@ts.khairolbinkamaruddin6257]

Then plus 1

[@nurhanisah8001]

@@ts.khairolbinkamaruddin6257 okay understood. thank you sir

[@ts.khairolbinkamaruddin6257]

No prob. Harap membantu.

[@nurulashikin5692]

mcm mana dpt nilai con. cover?

[@ts.khairolbinkamaruddin6257]

Biasanya dinyatakan dalam drawing’s note. Cuba tengok dekat drawing ye.

[@wendymatara5710]

please talk in english

[@ts.khairolbinkamaruddin6257]

Sure. Thanks for your feedback