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 there is need to provide shear reinforcement?give the
basic reason?

Answer Posted / kosh nath adhikari

To resist the shear force induced on either sides of
assumed section. To confine the longitudinal reinforcment
and not allow outbrusting during lateral loading during
earthquake and to make more ductile during lateral loadings

Is This Answer Correct ?    8 Yes 6 No



Post New Answer       View All Answers


Please Help Members By Posting Answers For Below Questions

How to design 12*12*14 room having rrc slab ,coloum, beam,foundation?

1800


Specific gravity of cement?

1601


How many pyramid in egypt?

1002


Special thing in designing a overhead reservoir ? which is different from an ordinary design

1163


Explain what are the problems one might face while having a Cantilever balcony?

1274


how much quantity of 1.5" nails and 2.5" nails are required for conventional formwork shuttering?

1638


why we create short columns under grade slab?

2269


How to calculate 1 brss for RCC work  

2113


What is the number of IS code of practice to be followed for hydraulic design of sewerage pipe line?

2576


how to calibrate the RM 800

2333


What is oneside mat. And explain 

2530


Define What is Civil Engineering?

1077


how to calculate valuation for the old building?

2323


I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.

6031


what's the formula for calculate pcc for matt(45mm aggregate)?

2662