Iron rod size for 1 Storey building for footing, column, beam & slab, hi guys in this article we know about reinforcement detail of footing, column, plinth beam, wall 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 iron rod size 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 iron rod in different RCC structure for first storey building or ground floor building.
Sizes of iron rod 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.
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When we draw design for rcc structure for residential 1st storey 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.
Iron rod size 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,we should use iron rod 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.
Iron rod size for 1 Storey building for footing, column, beam & slab
Iron rod size 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,we should use iron rod 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.
Iron rod size for 1 storey (G+0) building for footing:- For 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, using iron rod size [email protected]″C/C of Fe 500 used with m20 grade of concrete.
Iron rod size for 1 storey (G+0) building for column:– For column 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 column should be minimum 9″×9″,using 4nos of iron rod size T12 of Fe 500 used with m20 grade of concrete with stirrups of [email protected]″C/C.
Iron rod size for 1 storey (G+0) building for plinth beam:- For plinth beam 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 plinth beam should be minimum 9″×9″,using 2nos of iron rod size T12 to top and 2nos of iron rod size T12 in bottom of Fe 500 used with m20 grade of concrete with stirrups of [email protected]″C/C.
Iron rod size for 1 storey (G+0) building for wall beam:- For wall beam 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 wall beam should be minimum 9″×9″,using 2nos of iron rod size T12 to top and 2nos of iron rod size T12 in bottom of Fe 500 used with m20 grade of concrete with stirrups of [email protected]″C/C.
Iron rod size for 1 storey (G+0) building for rcc slab:– For casting of rcc slab 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, thickness of rcc slab should be minimum 5 inch,using main bar of iron rod size [email protected]″C/C & distribution bar of iron rod size of [email protected]″C/C in bottom, using main bar of iron rod size [email protected]″C/C & distribution bar of iron rod size of [email protected]″C/C into top of Fe 500 used with m20 grade of concrete.
