# Q. Equilibrium not satisfied in 11.0 to the same criteria that it was in 10.0.?In a test problem at 11.0 where a force of 5000lbs is applied in Y direction on a beam, FX is not zero(see summary below)NODE FX FY 1 26417. 4620.4 46 -24519. 6783.4 86 -25819. -580.24 87 -1238.2 -2875.1 88 25156. -2948.3 TOTAL VALUES VALUE -2.9125 5000.2A. This is not an error. Changes were made at 11.0 which can effect the convergence pattern.By default, we only guarantee 0.5% error in force and 0.5% in displacement,which is cnvtol,U,, 0.005,2, and cnvtol,F,,0.005,2. In the example give, the error is only 3/5000 = 0.06% in force.User should always check the force balance after a nonlinear run. If the default tolerance is not acceptable, user can change it.

 Q. Equilibrium not satisfied in 11.0 to the same criteria that it was in 10.0.?In a test problem at 11.0 where a force of 5000lbs is applied in Y direction on a beam, FX is not zero(see summary below)NODE FX FY 1 26417. 4620.4 46 -24519. 6783.4 86 -25819. -580.24 87 -1238.2 -2875.1 88 25156. -2948.3 TOTAL VALUES VALUE -2.9125 5000.2A. This is not an error. Changes were made at 11.0 which can effect the convergence pattern.By default, we only guarantee 0.5% error in force and 0.5% in displacement,which is cnvtol,U,, 0.005,2, and cnvtol,F,,0.005,2.In the example give, the error is only 3/5000 = 0.06% in force.User should always check the force balance after a nonlinear run.If the default tolerance is not acceptable, user can change it.