I have planned to construct two separate rooms like 20*10 ( ground floor with 10*14 room size at first floor) & 22.5*10 (only ground floor) . My engineer suggested RCC is as follows. Pls tell it correct or not. Basement level of 22.5*10 is 2 feet less than 20*10 room 1. For 20*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 8 feet at one end and 11 ft at other end. Plinth beam with 1.5 feet height and 9*9 (l*b). Ceiling height is 10 feet. Planned tie beam at below windows (2.5 feet) and lintel (7 feet) of 6 inch rcc 2. For 22.5*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 10 feet at one end and 10 ft at other end. Plinth beam with 1 feet height and 9*9 (l*b). Ceiling height is 12 feet. Planned tie beam at below windows (4 feet) and lintel ( 8 feet) with 6 inch rcc And join the both room in ceiling and both room in 90 degree position to each other
you said ground floor beam, then first floor beam... The ground floor beam should be the plinth beam.. please explain keeping that in mind...with diagrams Jazakumullah Khair
Salam dear sami As i watch from your RU-vid the information is practical use and it is good May i ask you if you give us complete design for a house from slab to footing
Hi sir , your lecture is very interesting n motivating , I asking you what should be the sizes of footing , column n beam , if the span between two column is 7.9m n height is 4.5m on ground + 2 storey n what size of metal bars should be used for footing , column , beam n slab n where to reinforce , thks buddy ...