Hello engineers of this nation, I just want to ask if at what length does etabs provides in concrete design result in shear reinforcemnt in I-end, mid, J-end. Is it 0.3L?
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HELLO, I AM QUESTIONING MYSELF IF WE CAN REDUCE LIVE LOAD IN A STRUCTURE USING LIVE LOAD REDUCTION OR PATTERN LOADING, WHERE CAN I USE THIS TWO?
Good day, what is the difference between sway intermediate, sway special, sway ordinary and nonsway in etabs frame type?
What to do when the area of steel for top and bot bars provided at joint in continuous spans is not the same. Do you all consider the larger area of steel at support?