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@rscassar I did not understand your second option. I mean how can I add extra nodes and model the eccentricity ? Can you please explain ?

@rscassar Thank you for the response. Glad to be here

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...

@celt83 Thank You for the clarification man. I added the picture that is mentioned in the question

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 please tell me how can I reply to each comment and thank them separately with their name mentioned?

Thank You guys for responding. I really appreciate your eagerness to solve the problem

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?

ProgrammingPE Thank You very much.I have almost completed my undergrad program in Civil and Environmental Engineering. What would be your advice for becoming the best of the best structural engineer and excel in it? My cgpa is very low

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