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...

Why I-section is preferred to channel section?

Answer Posted / subhendu,jadavpur

Much moment of inertia obviously a point. I-section is a
symetric section so there is no any unsymetric dendinc for
symetric loading.....i.e no required to know the location
of sheat centre.

Is This Answer Correct ?    8 Yes 5 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

a) we have 30nos., 300mm dia, 4m length double under reamed piles.calculate excavation quantity.b) tell concrete qty. also.

13302


WHERE CAN I GET THE PREVIOUS QUESTION PAPERS OF APGENCO FOR THE THE POST OF Tr.ASSISTANT ENGINEER(CIVIL)

3404


how ratio is calculated for any grade of concrete. for e.g. sppose M20 requires(x;y:z) quantity of cememt sand and aggregate.

2022


how to preaper for interview wat they asked in interview give me idea

2597


Please tell me Detail cost of providing& laying nominal mix design 1:2.5:5,40mm nominal size.curing complete e/c cost of form work in foundation and plinth i/c carriage.

2174


WHAT THREE SPECFIC JOB POSITIONS TO YOU TARGET FROM THE COMPANY?

2001


What are the reasons for geotechnical site investigations in uganda?

1103


why we are using stub column..? is it possible to construct steel stub column..?

1942


what is the formula to find the diagonal shape stirrups?

1869


Formula for calculating the volume of bulb in underreamed pile

4955


What is the Null Point of chimney in Power Plant

3683


Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.

2813


How to arrive d*d/162 , for finding the kg per meter , wt of steel

1812


how to identify np3 pipe and np4 pipe

1990


1.How much batten required for 1 sqm Shuttering. 2.how much pipe & clamps required for staging of 100 sqm shuttering at 5.0 m height.

2245