Rcc Roof Slab Reinforcement Details

Please refer the below diagram.

Rcc roof slab reinforcement details.

Is13920 1993 ductile detailing of reinforced concrete structures subjected to seismic forces is 875. Steel reinforced slabs typically between 100 and 500 mm thick are most often used to construct floors and ceilings while thinner mud slabs may be used for exterior paving see below in many domestic and industrial buildings a thick concrete slab supported on. Roof truss member schedule main roof roof truss member schedule jamthog roof. One way slab reinforcement detailing.

However including the beams would effectively transfer a load of slabs to the columns which is good for durability of the structure. Reinforcement detailing of a slab is done based on its support conditions. If the problem is statically determinate the equilibrium equations would. According to the 1995 aci code all two way reinforced concrete slab systems including edge supported slabs flat slabs and flat plates are to be analyzed and designed according to one unified method such as direct design method and equivalent frame method.

Rcc roof slab reinforcement details if you follow the minimum standards for structural design for modern day buildings you can opt for creating the rcc without a beam it is called a flat slab. Fifth roof floor slab bottom reinforcement plan. Based on the boundary condition you can determine the axial thrust and the bending moment. Slab may be supported on walls or beams or columns.

Main bars are 12 mm in diameter 150 mm centre to centre spacing. Of 0 24 shall be used for the roof slabs since it is subjected to higher temperature. Slab supported on two sides and bending takes place predominantly in one direction only is called one way slab. Minimum and max reinforcement in beams slabs and columns as per codal provisions should be followed.

On the other hand when. A concrete slab is a common structural element of modern buildings consisting of a flat horizontal surface made of cast concrete. Slab supported directly by columns are called flat slab. 1987 part 1 to 3 code of practice for design loads other than earthquake for buildings and structures.

The biggest misconception is considering beam outer to outer as slab span. Let s take an example of the below one way slab diagram.