International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395 -0056
Volume: 04 Issue: 3 | Mar -2017
p-ISSN: 2395-0072
www.irjet.net
Development And R.C.C. Design Of Shrirampur City Shaikh Ajim 1,Gavhane Saurabh 2 , Borawake Yashovardhan 3,Bankar Gaurav 4, Bothe Shital 5, Kokare Payal 6. Guide: Department Of Civil Engineering, Ashok Polytechnic, Maharashtra, India.1 Student: Department Of Civil Engineering, Ashok Polytechnic, Maharashtra, India.2 Student: Department Of Civil Engineering, Ashok Polytechnic, Maharashtra, India.3 Student: Department Of Civil Engineering, Ashok Polytechnic, Maharashtra, India.4 Student: Department Of Civil Engineering, Ashok Polytechnic, Maharashtra, India.5 Student : Department Of Civil Engineering, Ashok Polytechnic, Maharashtra , India.6 ---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract –
Step-1: Estimate the thickness of slab (D)
In old times stone , bricks were popular as building material. Now a days cement concrete is conveniently use for construction of multistoried building & construction of R.C.C. structure. If is the composite structure made of construction & steel reinforcement , Use to carry tensile load & also compressive loads . It helps to construct earthquake resisting structures . for the construction of R.C.C. structures we design different members of building such as column, beam, slab, stair case, footings, etc. by considering factor of safety & economy & various consideration are taken in to account.
d = Span / 20 X M.F. ……(simply supported slab ) Where, M.F. = modification factor d = span / 7 X M.F. ………(for cantilever slab ) M.F. = clause 23.2.1 of IS 456 – 2000
page no. 37
D = d+ effective cover Step-2 : Calculate effective span (L eff.) L eff = clear span + effective depth OR Leff =c/c distance between two supports
Key Words: Cement concrete, R.C.C. , Reinforcement, Tensile load, Earthquake, compression, Factor of safety, Economy, Structure.
………. Whichever is less. Leff = clause 22.2 IS 456-2000
page no. 34
Step-3 : calculation for loading 1)self weight =D(m)x1x25
1.INTRODUCTION There are many cities constructed in India and Maharashtra like amanora city in pune and magarpatta city in pune also a nanded city. The main purpose for construction of that cites is to improve the poshness of the area also to give entertain able things people and to give optional things for the people who have to take luxurious look by investing their money
2)floor finish 3) live load W(working load)=1+2+3 Factored load=wX1.5 Step-4: calculate factored moment(md) & factored shear force(vd) Md =wd X(leff)2/8
And hence by inspiring by that cities and to improve appearance of Shrirampur city area prabhat industry give us a work of surveying,estimating, and rcc designing for that city. This includes 3bhk apartments, 3bhk row houses, school. Collage, hostel, 1bhk apartment, in the 50 acres, and which named as royal city
Vd =wdX leff/2 Step-5: determine required depth for bending Md = 0.36X fckX b xu(d-0.42xu) Xu = grade of steel D req< dass
Hence Check ok………. Step- 6: Determine Main Steel
1.1 Methods :
Xu= 0.87 X fy X Ast/0.36 X fck X b
Steps for design of one way slab :
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