-
Notifications
You must be signed in to change notification settings - Fork 0
/
Copy pathFinal Final.OUT
138 lines (116 loc) · 6.29 KB
/
Final Final.OUT
1
2
3
4
5
6
7
8
9
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
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
SAP2000 v20.2.0 Ultimate 64-bit (Analysis Build 9663/64)
File: E:\Descon\Assignments\Beams\Final Final.OUT
DIAPH1_10., CONSTR = RIGID, DOF = U1 U2 R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.504688 2.504688 .000000 .000000 .000000 11250.134
CENTER OF MASS
GLOBAL U1 U2 U3
X 80.000000 80.000000 80.000000
Y 15.000000 15.000000 15.000000
Z 10.000000 10.000000 10.000000
DIAPH2_20., CONSTR = RIGID, DOF = U1 U2 R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.504688 2.504688 .000000 .000000 .000000 11250.134
CENTER OF MASS
GLOBAL U1 U2 U3
X 80.000000 80.000000 80.000000
Y 15.000000 15.000000 15.000000
Z 20.000000 20.000000 20.000000
DIAPH3_30., CONSTR = RIGID, DOF = U1 U2 R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
6.391443 6.391443 .000000 .000000 .000000 23655.529
CENTER OF MASS
GLOBAL U1 U2 U3
X 80.000000 80.000000 80.000000
Y 15.000000 15.000000 15.000000
Z 30.000000 30.000000 30.000000
DIAPH4_50., CONSTR = RIGID, DOF = U1 U2 R3
LOCAL COORDINATE SYSTEM FOR CONSTRAINT MASTER
GLOBAL U1 U2 U3 R1 R2 R3
X 1.000000 .000000 .000000 1.000000 .000000 .000000
Y .000000 1.000000 .000000 .000000 1.000000 .000000
Z .000000 .000000 1.000000 .000000 .000000 1.000000
TRANSLATIONAL MASS AND MASS MOMENTS OF INERTIA
U1 U2 U3 R1 R2 R3
2.532650 2.532650 .000000 .000000 .000000 11326.330
CENTER OF MASS
GLOBAL U1 U2 U3
X 80.000000 80.000000 80.000000
Y 15.000000 15.000000 15.000000
Z 50.000000 50.000000 50.000000
D I S P L A C E M E N T D E G R E E S O F F R E E D O M
(A) = Active DOF, equilibrium equation
(-) = Restrained DOF, reaction computed
(+) = Constrained DOF
(>) = External substructure DOF
( ) = Null DOF
JOINTS UX UY UZ RX RY RZ
~1576 TO ~658 A A A A A A
165 TO 162 + + A A A +
116 TO 107 - - - - - -
104 TO 71 + + A A A +
~1567 TO ~625 A A A A A A
168 TO 161 + + A A A +
115 TO 106 - - - - - -
103 TO 70 + + A A A +
~1542 TO ~594 A A A A A A
171 TO 160 + + A A A +
114 TO 105 - - - - - -
102 TO 99 + + A A A +
96 - - - - - -
93 TO 72 + + A A A +
69 - - - - - -
134 TO ~135 A A A A A A
159 TO 150 + + A A A +
68 - - - - - -
65 TO 62 + + A A A +
59 - - - - - -
56 TO 32 + + A A A +
31 - - - - - -
26 + + A A A +
25 - - - - - -
20 + + A A A +
19 - - - - - -
14 + + A A A +
13 - - - - - -
~1374 TO ~34 A A A A A A
158 TO 30 + + A A A +
29 - - - - - -
24 + + A A A +
23 - - - - - -
18 + + A A A +
17 - - - - - -
12 + + A A A +
11 - - - - - -
~1345 TO ~3 A A A A A A
157 TO 28 + + A A A +
27 - - - - - -
22 + + A A A +
21 - - - - - -
16 + + A A A +
15 - - - - - -
10 + + A A A +
9 - - - - - -
NULL
CONSTRAINTS U1 U2 U3 R1 R2 R3
DIAPH1_ TO DIAPH2_ A A A
DIAPH3_
DIAPH4_ A A A