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thank you so much but how did you get 0.67m3 f volume of concrete because 2.475x0.125x0.375=0.116m3 maybe i am missing something..thanks
thanks so much sir for the concise and understandable lecture. please are there any tutorials on taking off for roofs and also preparing the bending schedule from the drawings?
for the rebar at beam, for both top and bottom should be times with 4 right? because top and bottom as 4 bar
Good explanation
thank you so much but how did you get 0.67m3 f volume of concrete because 2.475x0.125x0.375=0.116m3 maybe i am missing something..thanks
thanks so much sir for the concise and understandable lecture. please are there any tutorials on taking off for roofs and also preparing the bending schedule from the drawings?
for the rebar at beam, for both top and bottom should be times with 4 right? because top and bottom as 4 bar
Good explanation