Design of steel beams with sap2000
Design of steel beams with sap2000
(OP)
Hello!,I'm using the AISC-LRFD93 code for designing the steel elements. The problem is that even though the demand/capacity of the beams are below 0,85, the limit I personally use, when I look at the details information it appears a warning message saying KL/r > 200. This verification is for columns and bracers but not for beams, well that is what I learned. I even check the compresion values of the beams, and it is really low, around 1,5 KN. If anyone can explain this to me, please be my guest





RE: Design of steel beams with sap2000
RE: Design of steel beams with sap2000
RE: Design of steel beams with sap2000