;  KREST
IP   1
         ; E    α ν   ρ
MP 1 T 1 V 2e11 0 0.3 0
SV 1 T 9 V 100e6 -0.1e6 0 ; Fx = 20000 N, Fy = -20 N, Fz =  0 N
SV 2 T 9 V 0 0 0.05e6     ; Fx =     0 N, Fy =   0 N, Fz = 10 N
SV 3 T 6 V -0.01e6        ; ly = -100 N/m
SV 4 T 6 V -0.01e6        ; lz =  200 N/m

AS 1 /M 1
  /B 0       N 1
  /B 0 C 1 3 N 2 21
  /B 0 C 1 2 N 4 24
  /B 0 C 1   N 3 22 23
  ; in-plane loading ly, Fx, Fy
  /S 1 E 4   S6
  /S 3 E 1:4 S3

AS 2
  ; three-dimensional loading ly, lz, Fx, Fy, Fz
  /S 1 E 4   S6
  /S 2 E 4   S6
  /S 3 E 1:4 S3
  /S 4 E 1:4 S2

EN
EN