Analysis Control Parameters ======================================================== Analysis Type = 2 Number of Maximum Iterations = 1000 Number of Time/Load steps = 1 Angular Velocity of a frame -------------------------------- 0.0000000E+00 0.0000000E+00 0.0000000E+00 Time Function for Angular Velocity of a frame -------------------------------- 0 0 0 Initial Velocity of the starting point of the first member -------------------------------- 0.0000000E+00 0.0000000E+00 0.0000000E+00 Time Function for Initial Velocity of the starting point of the first member -------------------------------- 0 0 0 Mesh Control Parameters ======================================================== Number of Key Points = 11 Number of Members = 10 Number of Point Conditions = 1 Number of Cross-sections = 1 Number of Frames = 0 Number of Distributed Load Cases = 10 Number of Time Functions = 0 Number of Distributed Functions = 1 Number of Curvatures/Twist = 0 Key Point Coordinates ======================================================== Point NO: 1 -------------------------------- 0.0000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 2 -------------------------------- 5.0000000E-01 0.0000000E+00 0.0000000E+00 Point NO: 3 -------------------------------- 1.0000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 4 -------------------------------- 1.5000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 5 -------------------------------- 2.0000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 6 -------------------------------- 2.5000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 7 -------------------------------- 3.0000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 8 -------------------------------- 3.5000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 9 -------------------------------- 4.0000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 10 -------------------------------- 4.5000000E+00 0.0000000E+00 0.0000000E+00 Point NO: 11 -------------------------------- 5.0000000E+00 0.0000000E+00 0.0000000E+00 Member Definition ======================================================== N1 N2 Sec#1 Sec#2 Frm# #Elems Geom# ---------------------------------------------------------------- Member NO: 1 -------------------------------- 1 2 1 1 0 1 0 Member NO: 2 -------------------------------- 2 3 1 1 0 1 0 Member NO: 3 -------------------------------- 3 4 1 1 0 1 0 Member NO: 4 -------------------------------- 4 5 1 1 0 1 0 Member NO: 5 -------------------------------- 5 6 1 1 0 1 0 Member NO: 6 -------------------------------- 6 7 1 1 0 1 0 Member NO: 7 -------------------------------- 7 8 1 1 0 1 0 Member NO: 8 -------------------------------- 8 9 1 1 0 1 0 Member NO: 9 -------------------------------- 9 10 1 1 0 1 0 Member NO: 10 -------------------------------- 10 11 1 1 0 1 0 Prescribed Point Conditions ======================================================== Location= 1 ---------------------------------- 1 2 3 4 5 6 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0 0 0 0 0 0 0 0 0 0 0 0 Sectional Properties ======================================================== Section No. = 1 -------------------------------- Sectional Flexibility Matrix ======================================================== 1.4974543E-06 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 4.7619055E-06 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 5.8036222E-05 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 3.1234388E-03 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 4.5274507E-03 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 1.7969452E-05 Sectional Mass Matrix ======================================================== 1.5813000E-05 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 1.5813000E-05 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 1.5813000E-05 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 1.3229801E-06 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 5.2301498E-09 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 1.3177500E-06 Distributed Loads ======================================================== Location= 1 ---------------------------------- 1 1 1 1 1 1 5.0183539E+00 -0.0000000E+00 1.2018272E+02 0.0000000E+00 -0.0000000E+00 1.9073487E-07 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 2 ---------------------------------- 1 1 1 1 1 1 2.2445655E+00 -0.0000000E+00 3.8150780E+01 0.0000000E+00 -0.0000000E+00 4.7683717E-08 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 3 ---------------------------------- 1 1 1 1 1 1 1.2594926E+00 -0.0000000E+00 1.8318502E+01 2.2888184E-06 0.0000000E+00 -1.6689300E-07 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 4 ---------------------------------- 1 1 1 1 1 1 7.4707973E-01 -0.0000000E+00 9.9990663E+00 4.7683716E-06 0.0000000E+00 -3.9339065E-07 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 5 ---------------------------------- 1 1 1 1 1 1 4.5991239E-01 -0.0000000E+00 5.8634329E+00 9.5367433E-08 0.0000000E+00 -5.9604645E-08 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 6 ---------------------------------- 1 1 1 1 1 1 2.9185557E-01 -0.0000000E+00 3.6104476E+00 4.7683716E-06 0.0000000E+00 -4.2915343E-07 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 7 ---------------------------------- 1 1 1 1 1 1 1.8972893E-01 -0.0000000E+00 2.3019600E+00 9.6321110E-06 0.0000000E+00 -8.2254411E-07 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 8 ---------------------------------- 1 1 1 1 1 1 1.2497608E-01 -0.0000000E+00 1.4970338E+00 -4.7445296E-06 0.0000000E+00 3.8444995E-07 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 9 ---------------------------------- 1 1 1 1 1 1 8.1110202E-02 -0.0000000E+00 9.6340305E-01 4.7683717E-08 0.0000000E+00 -1.3411045E-08 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Loads ======================================================== Location= 10 ---------------------------------- 1 1 1 1 1 1 4.6540130E-02 -0.0000000E+00 5.4985797E-01 -1.4197826E-05 0.0000000E+00 1.2017787E-06 0 0 0 0 0 0 0 0 0 0 0 0 Distributed Functions Approximated Using Chebychev polynomials ======================================================== Function No.= 1 ------------------------------------ 1.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 Start Time = 0.0000000E+00 End Time = 1.0000000E+00 Initial conditions ----------------------------------- 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 Error Message ======================================================== Failure of MA28AD with iflag=-1