¡@
¡@
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
FINISH
/CLEAR
/TITLE, C6X8.2 Section Cantilever Beam
/UNITS, BIN
D = 6 ! Depth
BF = 1.92 ! Flange width
TW = 0.2 ! Thickness of web
TF = 0.3125 ! Thickness of flange
L = 36 ! Length
E = 30E6 ! Young's modulus
NU = 0.3 ! Poisson's Ratio
P = 2400 ! Load
SZ = 1.2 ! Element size
/PREP7
ET, 1, SHELL63
MP, EX, 1, E
MP, NUXY, 1, NU
R, 1, TW
R, 2, TF
/VIEW,, 1, 2, 3
K, 1, 0, 0, BF
K, 2, 0, 0, 0
K, 3, 0, D, 0
K, 4, 0, D, BF
K, 5, L, 0, BF
K, 6, L, 0, 0
K, 7, L, D, 0
K, 8, L, D, BF
A, 1, 2, 6, 5
A, 2, 3, 7, 6
A, 4, 3, 7, 8
ESIZE, SZ
MSHAPE, 0, 2D
MSHKEY, 1
REAL, 1
AMESH, 2
REAL, 2
AMESH, 1, 3, 2
FINISH
