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Need Assistance for my New House Construction

Fri Dec 27, 2013Total posts : 3
Praveen
Praveen
Join date: Nov 2013
Topic: Need Assistance for my New House Construction

Dear Sir,

I am building a new house and have obtained a lot of info from this website.I thank all of you for the very needful information and am willing to contribute for future reference from individuals like myself.I am starting construction on the coming Monday and have the plan and structures ready for the 30*40 site.I am planning to build G+3 Floors for self and rental purpose.

I am attaching my ground floor plan which also has the placement for the 12 columns (9" by 18') for brick construction which will have Concrete - M20 and Steel 8 vertical bars of dia 16mm and 2Leg 8mm diaties at 6" c/c.

The first help that i Need is to want to know whether the Concrete and steel that my engineer is recommending is sufficient to what anyone of you may be using in their constructions?

thanks for your help in advance
Attachments: Column Reinforcement for G+3 Floors.jpg on Fri Dec 27, 2013,&n
Sat Dec 28, 2013Post  #1
Navneet Jharia
Navneet Jharia

Join date: Dec 2010
Post subject: Need Assistance for my New House Construction

Hello ...Praveen, Your attachment file is not seen, The prescribed concrete mix and reinforcement for columns are  very correct for such type of building. regards
 
Sat Dec 28, 2013Post  #2
Praveen
Praveen

Join date: Nov 2013
Post subject: subject: Need Assistance for my New House Constr...

Thx Navneet
 
Sun Dec 29, 2013Post  #3
Praveen
Praveen

Join date: Nov 2013
Post subject: subject: Need Assistance for my New House Constr...

Dear all,

In addition to the clarification sought on dia of steel i also had a generic question.

As you know i am building on a 30*40 site.The offset that i am leaving on both side is just 2" and in the front of the site i am having column from the beginning of the site(ie next to the drain). The drawing provided from the structural engineer is to have a footing of 5*5*5 feet and this means to have the column in the center of the footing i have to dig the neighbors land and the drain and if i don't want to do that the column will not be @ the center of the footing. 

I believe this problem would be faced from lot of you and want to know is it okay to have the columns to be not in the center of the footing ?

thx for sharing your experiences
 

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