Rcc Sloped Roof Structural Design

Triangular panels of pyramidal slabs make an angle with vertical axis.

Rcc sloped roof structural design.

Here is a detailed article with all the information regarding procedure of rcc slab roof laying. Tips for laying rcc slab roof on 12 09 2014 9091 view s 3 comment s rcc slab laying is one of major step in any type of construction so it is mandatory to know all the points related to laying rcc slab. Design criteria and specifications a. The full form of rcc is reinforced concrete cement.

Pdf chapter 2 structural design of rcc building. The analysis and design of primary structural system. Where reinforcement is called a steel rod. A roof slab consisting of a plane surface triangular in shape and bounded on each side by a sloping ridge forming the intersection of adjacent planes and culminating in a common vertex is known as pyramidal roof.

Design it like a stair i e load the inclined slab and then project the inclined load to a horizonatal load by multiplying it with the inclined length an then dividing it by the horizontal length. Find this pin and more on elevationby mawada yasir. The slab should be strong enough to bear the required load according to design. Folded plate design structurally these roofs are folded plates so they require an engineer ing design.

Reinforced concrete sloped roof slab overhang detail cantilever overhang inclined slab supported from a reinforced concrete beam at the roof edge. Design of structures dos online 1 459 348 views. Now that its projected on a horizontal surface with an amplified load follow the same procedures for the horizontal slab design. Roof diaphragm design shearwall design continuous footing design.

Simply the slab in which steel bars are used is known as rcc slab. Construction sloping roof using mixer truck latest technologies building sloping. The slab should be provided steel bars to withheld tensile force so this slab is called the rcc slab. Rcc sloping slab raforsment santhosh kozikode.

The roof should have a slope of at least 3 on 12 with a practical maximum of 6 on 12. This permits concrete place ment without the use of top forms.