Or agar ek slab jo dusre slab se attach hai.. or agar ek slab ka shorter span dusre slab k shorte span se perpendicula hai to main bar or distribution mai dono slab mai kaise lagayenge..plzzz btaiye sir..
Sir self weight of perapet me muje dout he kyun ki weight= volume* density hota he lekin apne sirf width or height hi multipley kiya he or sir slab me bhi muje dout he thikness* density kese aa sakti he usse weight nahi pta chalega
Good content sir, because this load reaction Automatically calculated by etabs and stad pro softwares, but we need this for some places. Sir i having dout about formula where ( Lx / 3), in any case 3 is constant or not?
Sir i think you put the wrong value of floor finish load Because assumed is 1.5KN/M^2, this value is for 1 SqM of slab and our slab was 15 SqM, please look at that is it correct or not
Sir size of columns or beam Hame design karne ke liye assume karna padega ya fir design ke baad size pata chalegi 🙄🙄 Hamesha assume karna chahiye Column ki placing kaise karte hai
Sir..mere dilpoma in architect h..Or b.tech in civil engineer..3year job experience h... abhi 6month se khud ka work start kiya h to architecture related koi books hoto guide kriye sir meko...🙏
👍👍👍👍 Sir , which Footing is Best for G+3 Building ?? Trapezoidal or Step Footing?? Kindly make a Detail video on Footing Design for G+3 with Live Site .
Sorry g Maine pura Deka to pata chala ki fos to sab jagah lekar chal rahe hai to last mai jo column par load ka result aayega uska fos se multiply nahi karenge Ok g