*HEADING
SKEW-SENSITIVITY ANALYSIS, 30 DEG TRAPEZOID, C3D4
**
*NODE
1, 0., 0.
2, 0.346132, 0.
3, 0.692265, 0.
4, 0., 0.100001
5, 0.346132, 0.1
6, 0.75, 0.1
7, 0., 0.2
8, 0.403868, 0.2
9, 0.807735, 0.2
10, 0., 0., 0.005
11, 0.346132, 0., 0.005
12, 0.692265, 0., 0.005
13, 0., 0.100001, 0.005
14, 0.75, 0.1, 0.005
15, 0., 0.2, 0.005
16, 0.403868, 0.2, 0.005
17, 0.807735, 0.2, 0.005
18, 0., 0., 0.01
19, 0.346132, 0., 0.01
20, 0.692265, 0., 0.01
21, 0., 0.100001, 0.01
22, 0.403868, 0.1, 0.01
23, 0.75, 0.1, 0.01
24, 0., 0.2, 0.01
25, 0.403868, 0.2, 0.01
26, 0.807735, 0.2, 0.01
28, 1.125, 0.
29, 1.55774, 0.
31, 1.06726, 0.1
32, 1.5, 0.1
34, 1.125, 0.2
35, 1.44226, 0.2
37, 1.125, 0., 0.005
38, 1.55774, 0., 0.005
40, 1.5, 0.1, 0.005
42, 1.125, 0.2, 0.005
43, 1.44226, 0.2, 0.005
45, 1.125, 0., 0.01
46, 1.55774, 0., 0.01
48, 1.18274, 0.1, 0.01
49, 1.5, 0.1, 0.01
51, 1.125, 0.2, 0.01
52, 1.44226, 0.2, 0.01
53, 2.30773, 0.2
54, 1.875, 0.2
56, 2.25, 0.1
57, 1.81727, 0.1
59, 2.19227, 3.36937E-8
60, 1.875, 5.95751E-9
62, 2.30773, 0.2, 0.005
63, 1.875, 0.2, 0.005
65, 2.25, 0.1, 0.005
67, 2.19227, 3.36937E-8, 0.005
68, 1.875, 5.95751E-9, 0.005
70, 2.30773, 0.2, 0.01
71, 1.875, 0.2, 0.01
73, 2.25, 0.1, 0.01
74, 1.93273, 0.1, 0.01
76, 2.19227, 3.36937E-8, 0.01
77, 1.875, 5.95751E-9, 0.01
80, 2.625, 0.
81, 3.05773, 0.
83, 2.56727, 0.1
84, 3., 0.1
86, 2.625, 0.2
87, 2.94227, 0.2
89, 2.625, 0., 0.005
90, 3.05773, 0., 0.005
92, 3., 0.1, 0.005
94, 2.625, 0.2, 0.005
95, 2.94227, 0.2, 0.005
97, 2.625, 0., 0.01
98, 3.05773, 0., 0.01
100, 2.68273, 0.1, 0.01
101, 3., 0.1, 0.01
103, 2.625, 0.2, 0.01
104, 2.94227, 0.2, 0.01
105, 3.80773, 0.2
106, 3.375, 0.2
108, 3.75, 0.1
109, 3.31727, 0.1
111, 3.69227, 3.36937E-8
112, 3.375, 5.95751E-9
114, 3.80773, 0.2, 0.005
115, 3.375, 0.2, 0.005
117, 3.75, 0.1, 0.005
119, 3.69227, 3.36937E-8, 0.005
120, 3.375, 5.95751E-9, 0.005
122, 3.80773, 0.2, 0.01
123, 3.375, 0.2, 0.01
125, 3.75, 0.1, 0.01
126, 3.43273, 0.1, 0.01
128, 3.69227, 3.36937E-8, 0.01
129, 3.375, 5.95751E-9, 0.01
132, 4.125, 0.
133, 4.55773, 0.
135, 4.06727, 0.1
136, 4.5, 0.1
138, 4.125, 0.2
139, 4.44227, 0.2
141, 4.125, 0., 0.005
142, 4.55773, 0., 0.005
144, 4.5, 0.1, 0.005
146, 4.125, 0.2, 0.005
147, 4.44227, 0.2, 0.005
149, 4.125, 0., 0.01
150, 4.55773, 0., 0.01
152, 4.18273, 0.1, 0.01
153, 4.5, 0.1, 0.01
155, 4.125, 0.2, 0.01
156, 4.44227, 0.2, 0.01
157, 5.30773, 0.2
158, 4.875, 0.2
160, 5.25, 0.1
161, 4.81727, 0.1
163, 5.19227, 3.36937E-8
164, 4.875, 5.95751E-9
166, 5.30773, 0.2, 0.005
167, 4.875, 0.2, 0.005
169, 5.25, 0.1, 0.005
171, 5.19227, 3.36937E-8, 0.005
172, 4.875, 5.95751E-9, 0.005
174, 5.30773, 0.2, 0.01
175, 4.875, 0.2, 0.01
177, 5.25, 0.1, 0.01
178, 4.93273, 0.1, 0.01
180, 5.19227, 3.36937E-8, 0.01
181, 4.875, 5.95751E-9, 0.01
183, 6., 0.2
184, 5.65387, 0.2
186, 6., 0.0999995
187, 5.59613, 0.1
189, 6., 2.98023E-8
190, 5.59613, -5.5049E-9
192, 6., 0.2, 0.005
193, 5.65387, 0.2, 0.005
195, 6., 0.0999995, 0.005
197, 6., 2.98023E-8, 0.005
198, 5.59613, -5.5049E-9, 0.005
200, 6., 0.2, 0.01
201, 5.65387, 0.2, 0.01
203, 6., 0.0999995, 0.01
204, 5.65387, 0.1, 0.01
206, 6., 2.98023E-8, 0.01
207, 5.59613, -5.5049E-9, 0.01
**
**
*ELEMENT, TYPE=C3D4, ELSET=EALL
1, 1, 7, 18, 3
2, 24, 18, 7, 26
3, 9, 3, 26, 7
4, 20, 26, 3, 18
5, 3, 7, 18, 26
6, 9, 26, 3, 35
7, 20, 3, 26, 46
8, 29, 46, 35, 3
9, 52, 35, 46, 26
10, 3, 35, 26, 46
11, 53, 59, 70, 35
12, 76, 70, 59, 46
13, 29, 35, 46, 59
14, 52, 46, 35, 70
15, 35, 59, 70, 46
16, 53, 70, 59, 87
17, 76, 59, 70, 98
18, 81, 98, 87, 59
19, 104, 87, 98, 70
20, 59, 87, 70, 98
21, 105, 111, 122, 87
22, 128, 122, 111, 98
23, 81, 87, 98, 111
24, 104, 98, 87, 122
25, 87, 111, 122, 98
26, 105, 122, 111, 139
27, 128, 111, 122, 150
28, 133, 150, 139, 111
29, 156, 139, 150, 122
30, 111, 139, 122, 150
31, 157, 163, 174, 139
32, 180, 174, 163, 150
33, 133, 139, 150, 163
34, 156, 150, 139, 174
35, 139, 163, 174, 150
36, 189, 206, 183, 163
37, 200, 183, 206, 174
38, 157, 174, 163, 183
39, 180, 163, 174, 206
40, 183, 163, 206, 174
*SOLID SECTION,ELSET=EALL,MATERIAL=A1
*MATERIAL,NAME=A1
*ELASTIC
1.E8,.0
**
** step 1,Default
**
*STEP, PERTURBATION
Linear Static Analysis
**
This load case is the default load case that always appears
**
*STATIC
**
** fix
**
*BOUNDARY
1, 1,, 0.
1, 2,, 0.
1, 3,, 0.
7, 1,, 0.
7, 2,, 0.
7, 3,, 0.
18, 1,, 0.
18, 2,, 0.
18, 3,, 0.
24, 1,, 0.
24, 2,, 0.
24, 3,, 0.
**
** load
**
*CLOAD, OP=NEW
183, 2, -0.25
189, 2, -0.25
200, 2, -0.25
206, 2, -0.25
*NODE FILE
U,
*OUTPUT,FIELD
*NODE OUTPUT
U,
*EL PRINT
S,
E,
**
**
*END STEP