Full reinforcement details for 1 Storey (G+0) building, hi guys in this article we know about full reinforcement details of footing, column, plinth beam, flo7or beam and RCC slab for 1 storey building and also know about iron rod size for footing, column, beam and slab.
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 1 storey (G+0) building or ground floor building.
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Sizes of reinforcement used in different RCC member are determined on the basis of architectural drawing & designing for 1st storey building or simply ground floor building. If you want to design for residential building structure and where the height of building is not more than 9.5 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 1st storey (G+0) 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 1 storey (G+0) building:– According to general thumb rule, we will assume a structure of G+0 (1 storey or ground floor) residential building,using standard 9″ thick walls, full reinforcement details for 1 storey building,we should use reinforcement size of 10mm for footing, 12mm size used for column, 12mm size used for beam and 10mm & 8mm iron rod size used for rcc roof slab casting.
Full reinforcement details for 1 Storey building
Full reinforcement details for 1 storey (G+0) building:- According to general thumb rule, we will assume a structure of G+0 (1 storey or ground floor) residential building,using standard 9″ thick walls, full reinforcement details of 1 storey building, we should use reinforcement size of 10mm for footing, 12mm size used for column, 12mm size used for beam and 10mm & 8mm iron rod size used for rcc roof slab casting.
Reinforcement details of footing for 1 storey (G+0) building:– Reinforcement details of footing of 1 storey building (G+0) according to general thumb rule, we will assume a structure of G+0 (1 storey or ground floor) residential building, using standard 9″ thick walls, size of footing depth should be minimum 3 feet in trapezoidal shape, using reinforcement size T10@5″C/C for mesh bar of Fe 500 used with m20 grade of concrete.
Reinforecement details of column for 1 storey (G+0) building:- reinforecement details of column for 1 storey (G+0) building according to general thumb rule, we will assume a structure of G+0 (1 storey or ground floor) residential building, using standard 9″ thick walls, size of column should be minimum 9″×9″,using 4nos of reinforcement size T12 at corner of Fe 500 used with m20 grade of concrete with stirrups of T8@6″C/C.
Reinforcement details of plinth beam for 1 storey (G+0) building:- reinforcement details of plinth beam for 1 storey (G+0) building according to general thumb rule, we will assume a structure of G+0 (1 storey or ground floor) residential building, using standard 9″ thick walls, size of plinth beam should be minimum 9″×9″,using 2nos of reinforcement size T12 to top and 2nos of reinforcement size T12 in bottom of Fe 500 used with m20 grade of concrete with stirrups of T8@6″C/C.
Reinforcement details of floor beam for 1 storey (G+0) building:- Reinforcement details of floor beam for 1 storey building (G+0) according to general thumb rule, we will assume a structure of G+0 (1 storey or ground floor) residential building, using standard 9″ thick walls, size of floor beam should be minimum 9″×9″,using 2nos of reinforcement size T12 to top and 2nos of reinforcement size T12 in bottom of Fe 500 used with m20 grade of concrete with stirrups of T8@6″C/C.
Reinforcement details of rcc roof slab for 1 storey (G+0) building:– Reinforcement details of rcc roof slab for 1 storey building (G+0) according to general thumb rule, we will assume a structure of G+0 (1 storey or ground floor) 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.