Hi mate, can you please do a vid on how to read rebar schdules, clean cover, effective cover. As well as structural lessons plz on how to find out what type of bar to use, determining size of column, slab, footing plzzzz
Big mistakes in the five stories . So lucky this engineer catch in time or the builder plan was to pouring cement and sand without putting the steel. What a geniu ass!!
If there's no interlocking & over span you want to worry & very much contious about the footing & coloumn rods, if your span is less & if you're going interlocking base blinth, lintle beam at 7ft height tie beam at roof won't create any cracks & stress over the structure, this is my experience. For your information we have renovated 65yrs old 2 storey building with reinforcing with Ismt & added 3more floors all together 5floors in the year 1999 still yet nothing happened. I am not disappointing, please educate give clarity of the subject. In our native maximum houses constructed without steel & rcc upto 2 storeys with slab stone, the 200 yrs old buildings you can see.
Watching your videos from Grenada in the Caribbean. 👍 for giving us this knowledge
Sir,
Very good and valuable information.
Thank you.
Very useful video to stop these types of mistake. Thank you for this video 👍🏻
Sir. Bar bending calculation. Plz. With drawing. For footing,slab,column, beam etc.
Hi mate, can you please do a vid on how to read rebar schdules, clean cover, effective cover. As well as structural lessons plz on how to find out what type of bar to use, determining size of column, slab, footing plzzzz
Thanks for the vedio and the practical knowledge
Great sir...Allah bless U
so what should be the footing depth for the 5 story building
Big mistakes in the five stories . So lucky this engineer catch in time or the builder plan was to pouring cement and sand without putting the steel. What a geniu ass!!
Super bro
Good
What's height required for this footing
Sir...how many steel bars use in 2 storey house & what diameter i use?
If there's no interlocking & over span you want to worry & very much contious about the footing & coloumn rods, if your span is less & if you're going interlocking base blinth, lintle beam at 7ft height tie beam at roof won't create any cracks & stress over the structure, this is my experience. For your information we have renovated 65yrs old 2 storey building with reinforcing with Ismt & added 3more floors all together 5floors in the year 1999 still yet nothing happened. I am not disappointing, please educate give clarity of the subject. In our native maximum houses constructed without steel & rcc upto 2 storeys with slab stone, the 200 yrs old buildings you can see.
Wouldn't it be better if they make a load bearing structure instead of column support?
Sir, my project is 3 storied , 1m x 1m x 1m column footing , 4 nos of 16mm bar 1ft x 1ft columns . appreciate your recommendation
Structural design of five storey commercial building want see.
Sir, wouldn't a raft footing of 2 meter be good for a 5 storey building
I guess government has no building code standards
Aapka number dein to maherbani sir contact mein rehna chahta banda