Rcc Roof Slab Construction
Rcc roof slab in the construction industry when they use the word concrete they are talking about reinforced cement concrete also known as rcc.
Rcc roof slab construction. Construction of roof slab whichever side the slab is sloping load on that side becomes heavier. The overall cost that will be come to construct the 400sq feet slab of rcc is 66 798 rupees lum sum. In m20 ratio of sand cement and aggregate is 1 1 5 3 in this ratio 1 5 part is sand. Sand required for 1000 sq ft slab.
A concrete roof is exactly what it sounds like. Let us take an example of a slab. Waffle slab waffle slab is a reinforced concrete roof or floor containing square grids with deep sides and it is also called as grid slabs. Construction cost for rcc roof slabs dear sir i am making a home at interior location the area is 1400 sq.
For the complete roof the rcc slab should be of the same level. Keeping the rcc slab same the slope of the roof may be changed as shown above. My dear friend kheta ram finding the cost of construction a 400square ft. A solid slab of concrete capping the top of your house.
How to calculate the slab rcc roof cost approx please advcie a calculator thanksbimlendra jha. Exact specifications vary but most concrete roofs are several inches thick. Beside this the slab has following information for main bars length of on rod 7 meter diameter. The reinforced concrete features combined the strength of cement and steel bars which are the basic components of a modern structural design.
Numecal for rcc roof slab steel calculation. 1070 kg steel quantity required for 1000 square feet rcc slab in india and their construction cost is about rs rs 64200 for steel rebar read more if you want to know how much steel required for 1000 sq ft roof slab. The procedure of calculation has been shown. Shuttering materials such as wooden ballies planks and iron plates etc.
The construction of the original building consisted of a reinforced concrete frame with cast in situ trough floors. Raw materials for rcc slab roof. An extra floor was required to be constructed which involved converting the original roof slab to a floor slab thereby increasing the live load capacity to 3 kn m 2. The design of the upper storey extension was a lightweight strut.
Let the shorter span has provided the main rod and longer span has provided distribution rod.