Full reinforcement details for 3 Storey (G+2) building, hi guys in this article we know about full reinforcement details of footing, column, plinth beam, floor beam and RCC slab for 3 storey building and also know about iron rod size for footing, column, beam and slab.
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People might be in confusion what type of reinforcement is best for using in RCC structural member like footing, column, beam and slab of your residential and commercial building. In this article we talk about use of different size of reinforcement in different RCC structure for 3 storey (G+2) building or ground floor building.
Sizes of reinforcement used in different RCC member are determined on the basis of architectural drawing & designing for 3storey building. If you want to design for residential building structure and where the height of building is not more than 10 m and spacing of columns are 4m to 5m, not more than 5m, you can do it, but it seems little bit smaller section.
When we draw design for rcc structure for residential third storey (G+2) building you have to also check the,live load, soil type, dead load, vertical load, horizontal load, slenderness ratio, deflection of beam etc. as per I.S. Code guidelines.
Full reinforcement details for 3 storey (G+2) building:– According to general thumb rule, we will assume a structure of G+2 (3 storey) residential building,using standard 9″ thick walls, full reinforcement details for 3 storey building,we should use reinforcement size of 16mm for mesh bar for footing, 16mm size used for column, 16mm size used for beam and 10mm & 8mm iron rod size used for rcc roof slab casting.
Full reinforcement details for 3 Storey building
According to general thumb rule, we will assume a structure of G+2 (3 storey) residential building,using standard 9″ thick walls, full reinforcement details of 3 storey building, we should use reinforcement size of 16mm for footing, 16mm size used for column, 16mm size used for beam and 10mm & 8mm iron rod size used for rcc roof slab casting.
Reinforcement details of footing for 3 storey (G+2) building
Reinforcement details of footing of 3 storey building (G+2) according to general thumb rule, we will assume a structure of G+2 (3 storey) residential building, using standard 9″ thick walls, size of footing depth should be minimum 6 to 7 feet in trapezoidal shape, using reinforcement size T16@5″C/C for mesh bar of Fe 500 used with m20 grade of concrete with clear cover of 50mm.
Reinforcement details of column for 3 storey (G+2) building
Reinforcement details of column for 3 storey (G+2) building according to general thumb rule, we will assume a structure of G+2 (3 storey) residential building, using standard 9″ thick walls, size of column should be minimum 10″×16″,using 4nos of reinforcement size T16 at corner & 2nos of T12 at center of Fe 500 used with m20 grade of concrete with stirrups of T10@6″C/C with clear cover 35mm.
Reinforcement details of plinth beam for 3 storey (G+2) building
Reinforcement details of plinth beam for 3 storey (G+2) building according to general thumb rule, we will assume a structure of G+2 (3 storey) residential building, using standard 9″ thick walls, size of plinth beam should be minimum 9″×9″,using 2nos of reinforcement size T16 to top and 2nos of reinforcement size T16 in bottom of Fe 500 used with m20 grade of concrete with stirrups of T10@6″C/C with clear cover of 35mm.
Reinforcement details of floor beam for 3 storey (G+2) building
Reinforcement details of floor beam for 3 storey building (G+2) according to general thumb rule, we will assume a structure of G+2 (3 storey) residential building, using standard 9″ thick walls, size of floor beam should be minimum 9″×9″, using 2nos of reinforcement size T16 to top and 2nos of reinforcement size T16 in bottom of Fe 500 used with m20 grade of concrete with stirrups of T10@6″C/C.
Reinforcement details of rcc roof slab for 3 storey (G+2) building
Reinforcement details of rcc roof slab for 3 storey building (G+2) according to general thumb rule, we will assume a structure of G+2 (3 storey) residential building, using standard 9″ thick walls, thickness of rcc slab should be minimum 5 inch,using reinforcement of main bar of steel size T10@6″C/C & distribution bar of reinforcement size of T8@8″C/C in bottom, using reinforcement of main bar of steel size T10@5″C/C & distribution bar of reinforcement size of T8@8″C/C into top of Fe 500 used with m20 grade of concrete and provided clear cover of 20mm.