Thank you Sir for posting valuable information about RCC design. Can you prepare a few more videos about details Comprehensive and Shear stresses and deflection of beams & calculation methods.
THE TITLE OF YOUR PRESENTATION IS misleading, it seems that you generated a concrete steel reinforcement design. Note that the best way to present your design is to clear up the parameters you used in the design such as the soil bearing pressure, the steel rebar yield strength and so on.
Sir size of the column say 9x9 inc is with concrete cover or without cover and what is the distance between two column if layout diagram more we understand it
4 storey building, ground floor build with pillars and balanced building with bricks, i need columns structure 16mm 6 steal bar can be use for columns footing
It is RCC structure design. Beams design of , plinth ,main beams , lintel beams are o.k Slab design is over reinforced. 10 mm and 8 mm dia. Combination is enough.
I'm looking for a video with walls and slabs like a concrete room. Not columns and beams but walls. Can the slabs distribution bars and main bars cross in 2 different directions like a grid or does it need to be doubled up with main bars and distribution bars going in all 4 directions.
Your heading in the video is about steel structure but you explain about concrete structure. I am confused. Please explain structure in using steel H Iron & steel I beams. Thank you
Hi brother thank you for sharing your experience with us, but how we finalise steel without explaining safety limits, things u explained more or less every one knows but design means safety limits those not presented by u sir
What is the span for coloumns and for slab? Is 150 mm for the slab thickness necessary? Can we use 8mm or 10 mm? Actually it is reinforced concrete design and not steel structure design
Assalamualaikum warahmatulahi wabarkatahu .Sami sir very nice guidence to all of the civil engineering students and people's .all of the structure design is very helpful in any building construction work.
Beam design, bottom 4 bars,( middle 2 bars will be crancked up at support ), i.e. in mid section, 2 at top nd 4 at bottom. At support 4 at top nd 2 at bottom. My Other comments ignore.
12 mm dia steel in slab it will be very costly and heavy design n there is no need to provide 12 mm steel 8 mm dia steel is also sufficient for safe design