Dear all,
Please find the attached models. I analyzed the frame for operating condition with deflection. But it shows some beams fails in deflection also support reaction moment values seems very high. Also the lift condition also attached it also showing high value support reaction forces and moments. can anyone say whether the modeling is problem or whether I need to release moments somewhere. or ASD to use instead of LFRD(Please visit the site to view this file)(Please visit the site to view this file)