Golgappa.net | Golgappa.org | BagIndia.net | BodyIndia.Com | CabIndia.net | CarsBikes.net | CarsBikes.org | CashIndia.net | ConsumerIndia.net | CookingIndia.net | DataIndia.net | DealIndia.net | EmailIndia.net | FirstTablet.com | FirstTourist.com | ForsaleIndia.net | IndiaBody.Com | IndiaCab.net | IndiaCash.net | IndiaModel.net | KidForum.net | OfficeIndia.net | PaysIndia.com | RestaurantIndia.net | RestaurantsIndia.net | SaleForum.net | SellForum.net | SoldIndia.com | StarIndia.net | TomatoCab.com | TomatoCabs.com | TownIndia.com
Interested to Buy Any Domain ? << Click Here >> for more details...

what is mean by eccentric footing?

Answer Posted / murugan

Yes where space are not avilable ecetric footing are done.
the load of the columnis lies on the side on the 1/4th of
the footing

Is This Answer Correct ?    7 Yes 0 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

What is soil enforcement?

1295


What is meaning of Canceled/Flat Beam. What is difference between them? Both type of beam can bear same load if size (width)of the flat beam is increases and depth is same as slab thickness? Kindly suggest to me.

2387


How is the strength of cement measured?

1230


what is the max. and mim. height of vertical post in informatry sign board which is used in highway projects.

2801


what is difference between fluidity and workability also how palsticizer works

7534


why demand factor less then 1 ?

2244


Name the main components of a cad gui?

1558


i need the syllabus for the direcr recruitement of executive engineers in andhrapradesh

2483


How to calculate volume of concrete & steel on tank foundation & ring wall ?

1632


what is directivity effect?

2276


What are the uses of groynes?

1173


can you give me the details of rate analysis of steel and concrete?

3041


cement mortor 1:5 for 30 m2 12 mm tk plastering so how to calcualte its rate

1732


What is semirigid connections?

2216


I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2

2374