Finally I got to clear my doubts by watching your video brother...✌️😊 I was very confused in that both methods that you explained... Thank-you and keep going ✌️✌️😊
Hello can do the same thing to a building without structural designs cos I want to introduce columns throughout the building and also Beams. But with this video I got knowledge on what to do after the introduction of columns and the top bar to round the building. Is it proper cos it’s. Not new building but exist one that needs to be converted to place of worship . For a long years of uses and Good result of Stability and integrity so what’s your take over this
Sir ager total beem 36 ft hy awr drmyan main 2 column hy tho hr column kr beech may cross beam daina hoga ya 36 ft may awr kitny sother ka sarya use krna hy
Greetings! Sir, how many nos of extra bar we need, the placement of Xtra bar, and it's length? Is it OK if I will use 6 nos of 16mm dia (2 nos on top and bot, 1 on each side left and right). Thank u.
In Another Of Your Lecture, Depth Of The Beam U Have Mentioned There Is D/12.... But In This Video, Depth Of Beam Formula Is D/12... How The Difference DId Happen?
In which situations 2nd method is used sir ,generally crank will ne provided alll kinds of beams soooo why the crack didn't provided in 2nd method ,,any reason behind that sire
Mr. Sammi please explain,, In the other video with a span of 25 ft you stated L/16, but you never explained why.. so L/16 for 25 ft and L/12 for 13 ft,?? Why?