Columns sizes for various floors | building design | civil engineering | youtube | column design |

preview_player
Показать описание
#civil_engineering #youtube #column_size

Join this channel to get extra benfits :

Memberships link

In this Video lecture you are able to learn about Columns sizes for various floors | building design | civil engineering | youtube | column design |
-----------------------------------------------------------------------------------------------------------
In this channel you can learn about online civil engineering softwares. So Please subscribe my channel for more interesting videos.
-----------------------------------------------------------------------------------------------------------
To subscribe my channel click on Red Button and also press the Bell icon.
----------------------------------------------------------------------------------------------------------

We are providing Civil engineering academic Mini/ Major projects for Diploma, B. Tech and M.Tech students along with paper publishing in Non-UGC, UGC, Scopus index journals interested people can reach me through my mail.

Plagarism check in Turnitin software

Note : Documentation, PPT will be provided as per students requirements.

The following links are some titles for B. Tech and M. Tech Academic projects


Follow me on social Net works
---------------------------------------------------------------------------------------------------------------

-------------------------------------------------------------------------------------------------------------------
Subscribe to my channel by using below link
------------------------------------------------------------------------------------------------------------------
Рекомендации по теме
Комментарии
Автор

Hi Shravan. its an excellent information about column size for each floor. Can you also share your knowledge of size of iron rods for each of floor. For example for G+2+penthouse along with column size 12inches, 14inches what should be the mm of rods to be used

madhukumar
Автор

Intelligent boy, thanks for ur explanation

zreyadash
Автор

Good job Amigo!!! Muy bien trabajo!!! Saludos desde Las Terrenas RD.

caniggiavale
Автор

Thankyou so much sir . Very helpful information 👍👌

pankhurifashion
Автор

Thank you sir, It was really interesting and would you tell me please the difference between 3B+G+3 and 3G+B+3. I will be very thankful!

Demeke
Автор

Can you explain about placement of column and orientation of columns with respect to major and minor axis of the beam .

vvbvb
Автор

Bro could you explain about how many bars will provide for each size of column please explain

laxmanlucky
Автор

Can we change the column sizes while moving above stories considering economic design or it is preferable to keep column size constant and reducing the reinforcement percentage?

chandrakanthv
Автор

For residential building the coloumn sizes will obstruct movement so can we convert it to max width of 12"X as required.

ArvindSingh-yswm
Автор

Hi Shravan. its an excellent information about column size for each floor. Can u share how to design coloumn for G+1 RCC residential building

lkynczf
Автор

sir please make a video on PILE DESIGN as per the SUPER-STRUCTURE..

soumyadipchakraborty
Автор

Sir what can you suggest regarding the column size and its distance to each other for a 40 storey hign rise building?

andrewcometa
Автор

Dear Sir
Myself a senior civil engineer with over 35 yrs field diverse experience.Please differentiate between pro & coins of different design software in a TABULAR FORM and your personal experience in using various software and recommendations thereof.Thanks

ravigandotra
Автор

Also add required Bars needed for those column size.

mrbodoland
Автор

is it the same for residential constructio in hilly areas?

CH-pjbu
Автор

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

manojkumar-quml
Автор

Sir, from what story level wind load and earthquake load should consideration.

jafarsadiq
Автор

Bro distanse between column to coloumn and no of bars and their size and stirupss c/c

careerguidance
Автор

Sir kindly make VEDIOS in design of pile, Matt, eccentric footing....
Please sir I have asked this questions so many times
So kindly make sir

issacsamuel
Автор

Sir, can i reduce column size after finishing 3rd floor or 4th floor?
NB: the building is design for 8 floors.

zubathabangladesh