Hellow eng-tips users. I have a question and I need your help. In Architectural drawing when a column is loaded eccentrically or a column supporting beam on it's edge, what is the right way of modeling it in ETABS? Can we ignore the eccentricity and model it center to center beam- column...
Hello guys. I did not understand why the book authors multiplied 1.5 & 2 with the moment of inertia of the rectangular portion of the beam. First one is for L shaped and second one is for an I beam. It is an example from "Design of Concrete Structures 15th edition by Arthur Nilson, Dolan &...
Can anyone tell me how the red-marked result came? I did not understand this "dL" part. I know Pythagorean formula is used here but how the final result came?
Is the graph showing steel's compressive stress or tensile stress. Steel yield strength is 60ksi means is the that 60ksi for tension or compression? The picture is from the book "Design of Concrete Structures" 15th edition
