10 Basic Rules of Column Design - Don't Forget Basic Rules of RCC Column

[@TitusMukemukangala5484]

I like your Lecture watching from Zambia

[@romycruz4498]

Thanks for sharing. -watching from the Philippines.

[@kanagarajkanagaraj6775]

I love your lecture, very helpful Sir.

[@shokatraja1832]

MashALLAH yr really dua ha apke lia

[@ForensicCats]

Perhaps rule number 11, we should spray galvanized over all outer reinforcement, including stirrups or at least etch and nutrialize metal to point of ph concrete pH will not react as much...
Then we could add number 12, use a coating to protect exposed columns from water intrusion.
Keep up your good work, I have posting on this for years now...

[@TheLazyGuyWay]

Nothing not graded and recommended in engineering should be sprayed as he could alter chemicals contained in concrete mix. Minimum rebars cover is based on building area too. To prevent water intrusion especially in salted air area, we would use a different type of cement like type 2 portland ciment with c3a < 8% or even a type 5 portland ciment with c3a < 5% which is better.

[@josephmasvokisi7745]

I like your teaching you are highly knowledgeable

[@VicTv1992]

Thank you sir, for sharing your knowledge. I am learning from your lectures.God bless .❤

[@mamadoudiop5462]

Great video, very academic. Thank you from Senegal

[@yabagabaduza]

Thank you for the education, I have a plot size 60 × 25 ft, I. Want to make one big shop without middle columns and to construct four storey residential houses on top, kindly advise how will I design the columns and beams. Thank you.

[@zainalabidin6390]

Alaikumussalam brother...thanks for your video..
Very important for me..i like

[@phyohtetkoko929]

Thanks For Teaching SIr

[@PBS-nm1uu]

best video i have seen so far, thanks

[@cyrilthomasthomas6714]

Super sir

[@prafulsoni1095]

Very useful RC column design rules.

[@JahidulIslam-bf5qw]

Thank you sir, i am from Bangladesh

[@REG3305]

TY sir! All the best!

[@nizamali7027]

Nice teaching

[@bossingsarmento8989]

I learned a lot from your video, good boy. Thank you sir

[@MustaphaGoni-ru3op]

Masha allah i really appreciate you Sir

[@platinum1414]

Thanks, I have been studying yr video n like it. Only a bit difficult in following yr accent.

[@nagaraj5338]

Very nice explanation and fabulous

[@abdimajiddek7782]

Thanks so much teacher

[@ziauddin7948]

Good civil engineering rules of column construction #

[@civilvibes8036]

thank you sir wonderful explanation keep it up

[@anthonymarafi8160]

Thank you for sharing.
🙂👍

[@REANDESIGNSTRUCTURE]

Thanks for share knowlegde.

[@aadil8715]

I was laughing the whole time, the accent , the spellings,hahhahah any way good one.

[@muhammedtijani2308]

Peace to you my Honurable Engr. Sir, thank you sir.

[@TitusMukemukangala5484]

Awesome though I didn't understand number six

[@justinekihoro5152]

I have learned a lot about building from u

[@mjazz9017]

Very informative 👍👍👍

[@P99665]

Useful info thanks

[@mahaboobsubhani6758]

Sir
What happensin colmn if concrete cover more than 25mm in rectangular column

[@syedshabirgilani9944]

Thanks .
What should be the reinforcement ratio i;e steel qty.

[@manojkumar-qu8ml]

I have planned to construct two separate rooms like 20*10 ( ground floor with 10*14 room size at first floor) & 22.5*10 (only ground floor) . My engineer suggested RCC is as follows. Pls tell it correct or not. Basement level of 22.5*10 is 2 feet less than 20*10 room
1. For 20*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 8 feet at one end and 11 ft at other end. Plinth beam with 1.5 feet height and 9*9 (l*b). Ceiling height is 10 feet. Planned tie beam at below windows (2.5 feet) and lintel (7 feet) of 6 inch rcc
2. For 22.5*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 10 feet at one end and 10 ft at other end. Plinth beam with 1 feet height and 9*9 (l*b). Ceiling height is 12 feet. Planned tie beam at below windows (4 feet) and lintel ( 8 feet) with 6 inch rcc
And join the both room in ceiling and both room in 90 degree position to each other

[@willfordnongspung6238]

Great sir but we hardly understand the third and fourth rules any way your explanation are of great help

[@gopalkamble1263]

Ties spacing in IS code maximum 300 mm

[@hanadnor2457]

Maasha Allah.
Thanks brother

[@ainunjariyaazad9179]

Thanks sir
Please upload to how prepare bar bending schedule ?~~

[@ashokreddy5537]

ì

[@ManneLearningAcademy]

Nice presentation there sir. i learned a lot. Keep it up. More videos sir.

[@bsudheer05]

Good explanation...

[@constructionmaster2642]

How I know what is steel bar size is required for different colums for load bearing

[@ayuubmohamedisxaaq2859]

God bless you
Great teacher

[@hawk61192]

Very informative video brother. Very well explained.

[@CR-io3xw]

Very interested your class sir

[@gangmeiaphun5026]

why extra steel/rod are putting below in the L/2 portion of beam? please

[@luckynoob3328]

Thank you sir

[@kefelegntemesgen7958]

Good explanation!

[@mahaboobsubhani6758]

Is clear cover not same around tie of column sir......u said 25 mm from top and bottom and >15 mm from side:....shall we take same or different..

[@BigBuck6244]

Plz discuss Acceptance criteria of concrete as per Britesh Standard

[@osmanyussuf7069]

Masha Allah thanks

[@gerardoatutubo4759]

Sir, size of column plz....if G, G+1, or G+2 residential 4m span. Tnx.

[@adityaadityanarayana6862]

Good message brother 👍

[@debendrabehera7626]

Sir,
Can we construct 2 storey bulding with 4 nos. of 12mm rods in a column ?

[@DeejayPapi]

🙏🏽❤amazing

[@simranratnani5923]

please make video on distance between two columns,grids and size of columns

[@booksourexistence2153]

Thanks a million sirji

[@antonirajinnaci5684]

M20 concrete ratio is 1:1.5:3 or 1:2:4
Which one is correct
2. Above mat how much depth we have to put concrete
3. Tell the reason for failure of column

[@homendrapandey5708]

thank you very much,

[@iamphyize]

nice one

[@joshuabautista9519]

Thank you! So useful

[@sekarramaswamy5111]

It is not readable pl due to light ink...

[@wefindwaystodothat6431]

what is minimum Beam size if 5x5 meter support column residential Building.

[@munaseid2765]

I didn't understand the first two rule how do we know when designing where the axial load would be to choose either square or rectangular column?

[@dinakadi6609]

Thank you very much

[@uzmaonline4844]

Nice bhai

[@dulhapur]

For finding A zone and B zone in coloumn only two floor beams are considered,is not lintel tie beam required to considered?

[@kartikshekhar940]

Sir your video is very informative.
1. Pl suggest the column width for a 25 ft X 44 ft plot (2 Storey Building) ? Is 12 “ X 12 “ enough with 8 Nos 12 mm bars ?
2.Also pl suggest maximum spacing between 2 columns in the above mentioned structure?

[@tslunzou6393]

max spacing of columns should not be more than 5.5 metres

[@srinivasandk9680]

excelant sir but more advertisments coming in short times . thank u.

[@nelsleons2931]

How about determining the axial load for column sizing?

[@davidcivil1651]

Calc the load transferring from slab to beams and from beams to column.

[@ahsanbinalrahmanfromairara9868]

Thanks Sir Ji
Allah Bless You Sir Ji

[@romycruz4498]

Thanks again- from-Phils.

[@DefinitelyNotHawks]

00000000000000000000000000000000

[@sagarSooriya4542]

sir,in your 5th rule you said about concrete cover. it means clear cover right. you are saying about effective cover, isnt it?. because effective cover is between top steel center to top edge distance. so concrete cover and effective cover same?

[@mackybishmac8559]

Please sir I would like to build a two storehouse only and coloum can this be done

[@user-lx4qm1gy7g]

How about 9meters span beam what should be the coulumn n beam

[@MuhammadAfzal-ok1ip]

What is pullers with 6 bars use like a shop covered area is 984 sq ft 1floor and 2 floor is 835+ 835 sq fts

[@jeevanchaudhary7222]

how we can know column is taking Axial or Eccentric load

[@devarushidevarushi1810]

Thanks

[@sakhtarshoaib]

The concrete cover for any RCC column should not be less than 50 mm.

[@harishXO]

Sir how would we know that load is on centre or eccentric?

[@veerababuakula1344]

Eccentric means the load is not passing through the centre and it passes at some distance from the centre

[@kiyoponnn]

@@veerababuakula1344 Moron.

[@cliffriifiu1586]

I love your lecture, very helpful hope to get more information from you sir

[@bayisabiri2450]

Thank you, that's good

[@charlesgregory7469]

Is there a height to cross section area ratio in columns?

[@adhivamshi2154]

How to do cost estimation for Foundations

[@BigBuck6244]

And Concrete Control Charts Discussed

[@foodmates1994]

Hi sir plz reply my question,my house only G[G+0], span between 2 columns length 19 feet ,wedth 14 feet , size of colum 9/15 with 6 bars of 16mm rectangler column, all house walls 9 “wall. And first we make walls before slab it is safe or not ? Plz reply

[@bijayalaxmipant9940]

Is it possible to build a building in a single column?

[@EngineeringandConstruction]

What about footing design if a soil is black cotton?

[@AtomicHermit]

In 7 and 8 you may mean vertical rather than longitudinal?

[@gayanpradeepkumara5557]

Brother What happens if concrete cover less than 25mm...... ?

[@abdumohammed6880]

Hey sir ..is that safe if the depth of the beam less than that of the depth

[@hishamajmal]

Square columns are always better in all cases

[@mahaboobsubhani6758]

As u told in 9 point

[@vindyawarnadee2714]

Thanks.

[@pattaharsha2220]

Where the laplength should be provided in column.....?

[@daljitsinghkaptaan8562]

Hello respected ,
Sir you didn't explain that how differentiate square or rectangular column.
Means why we use square or rectangular rather than circular

[@bebotepuknot2631]

Rectangular column can be use 6 longotudinal bar?

[@ChoooooXiS]

Sir, what is the required column and wall footing for 2-storey 5x5 residential house? Thanks.

[@shafatulhabibrather4709]

Gap between ring to ring
Iron rod to iron rod
How many rods in colum

[@petergrice76]

15mm cover and 20mm aggregate ?????

[@farooquemohammed6499]

Sir how to know whether the load acts as axial or eccentric in the column ?

[@brendonchetty2254]

If its an Axial load then the load is assumed to act at the centroid of the cross-sectional area in that column member. Eccentric loads act away from the centroidal point. When considering stress distribution from loading, axial loads only generate normal stresses while with eccentric load generates normal stress plus two bending stresses.