Z
X
Y
printed: 08/17/24 22:07:36 model: 311SH01-1
N
All span is 2000 mm for the
pipe support
7000
800, connect to 311SH01-1.1 2
-900JH30-W70-2
PS-311-CR-01 (PS07)
PS-311-CR-02 (PS07)
PS-311-CR-03 (PS07)
PS-311-CR-04 (PS07)
PS-311-CR-05 (PS07)
PS-311-CR-06 (PS07)
PS-311-CR-07 (PS07)
PS-311-CR-08 (PS05)
PS-311-CR-09 (PS07)
PS-311-CR-10 (PS07)
PS-311-CR-11 (PS07)
PS-311-CR-12 (PS07)
PS-311-CR-13 (PS07)
PS-311-CR-14 (PS07)
JJ-Lurgi Engineering Sdn Bhd
N
375
1525
300
800, connect to 311SH01-1.1 2
-900JH30-W70-1
PS-311-CR-07 (PS09)
PS-311-CR-06 (PS07)
PS-311-CR-08 (PS07)
JJ-Lurgi Engineering Sdn Bhd
N
JJ-Lurgi Engineering Sdn Bhd
N
498
PS-311-CR-05 (PS07)
498
PS-311-CR-04 (PS07)
JJ-Lurgi Engineering Sdn Bhd
N
320
300
PS-311-CR-03 (PS03)
PS-311-CR-02 (PS09)
JJ-Lurgi Engineering Sdn Bhd
N
300
PS-311-CR-02 (PS10)
300
PS-311-CR-01 (PS09)
JJ-Lurgi Engineering Sdn Bhd
N
324
537
PS-311-CR-01 (PS09)
PS-311-CR-02 (PS07)
JJ-Lurgi Engineering Sdn Bhd
N
PS-311-CR-12 (PS07)
1500
1500
1500
958
PS-311-CR-09 (PS09)
300
PS-311-CR-10 (PS07)
PS-311-CR-11 (PS10)
1500
1500
PS-311-CR-13 (PS09)
1500
PS-311-CR-14 (PS07)
PS-311-CR-15 (PS09)
PS-311-CR-16 (PS07)
2000
PS-311-CR-17 (PS03)
1500
PS-311-CR-18 (PS04)
JJ-Lurgi Engineering Sdn Bhd
N
500
700
1500
PS-311-CR-08 (PS07)
1500
PS-311-CR-07 (PS03)
PS-311-CR-06 (PS03)
PS-311-CR-05 (PS04)
JJ-Lurgi Engineering Sdn Bhd
N
721
596
PS-311-CR-04 (PS09)
PS-311-CR-03 (PS09)
JJ-Lurgi Engineering Sdn Bhd
N
320
PS-311-CR-02 (PS03)
1869
PS-311-CR-01 (PS09)
JJ-Lurgi Engineering Sdn Bhd
1
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
Table of Contents
LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS................................................................................... 2
Restraint Summary Extended : Multiple ................................................................................................. 3
2
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS
1 (HYD) WW+HP
2 (OPE) W+T1+P1
3 (Alt-SUS) W+P1
4 (OPE) W+T2+P1
5 (Alt-SUS) W+P1
6 (OPE) W+T3+P1
7 (Alt-SUS) W+P1
8 (OPE) W+T3+P1+U1
9 (OPE) W+T3+P1-U1
10 (OPE) W+T3+P1+U2
11 (OPE) W+T3+P1-U2
12 (SUS) W+P1
13 (SUS) WNC
14 (OCC) L14=L8-L6
15 (OCC) L15=L9-L6
16 (OCC) L16=L10-L6
17 (OCC) L17=L11-L6
18 (OCC) L18=L14+L12
19 (OCC) L19=L15+L12
20 (OCC) L20=L16+L12
21 (OCC) L21=L17+L12
22 (EXP) L22=L2-L12
23 (EXP) L23=L4-L12
24 (EXP) L24=L6-L12
25 (EXP) L25=L22-L23
26 (EXP) L26=L22-L24
27 (EXP) L27=L25-L26
3
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
LOAD CASE DEFINITION KEY
CASE 1 (HYD) WW+HP
CASE 2 (OPE) W+T1+P1
CASE 12 (SUS) W+P1
CASE 13 (SUS) WNC
CASE 22 (EXP) L22=L2-L12
Nod
e
Load
Case
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
TYPE=Ri
gid ANC;
800
1(HYD
)
1
1
-39
0
4
0
0.000
0.000
-0.000
2(OPE
)
35
-473
529
-77
-64
-38
0.000
-0.000
0.000
12(SU
S)
2
1
-68
0
7
-0
0.000
0.000
-0.000
13(SU
S)
2
1
-68
0
7
-0
0.000
0.000
-0.000
22(EX
P)
32
-474
597
-77
-71
-38
0.000
-0.000
0.000
35/L2
474/L2
2
597/L22
77/L22
71/L
22
-38/L2
0.000/L
2
0.000/L2
2
0.000/L2
2
MAX
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
850
1(HYD
)
-3
-2
-287
0
-0
0
-0.002
-0.001
-0.000
2(OPE
)
-119
266
-971
0
-0
0
-0.434
0.974
-0.000
12(SU
S)
-4
-1
-317
0
-0
0
-0.002
-0.001
-0.000
13(SU
S)
-4
-1
-317
0
-0
0
-0.002
-0.001
-0.000
22(EX
P)
-115
267
-654
0
-0
0
-0.432
0.974
-0.000
-119/L2
267/L2
2
-971/L2
0.434/L
2
0.974/L2
2
MAX
880
FX N.
TYPE=Ri
gid +Z;
0.000/L2
4
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
1(HYD
)
1
-2
-302
0
-0
0
0.001
-0.001
-0.000
2(OPE
)
0
-0
0
0
-0
0
-2.229
3.369
2.015
12(SU
S)
2
-1
-326
0
-0
0
0.001
-0.001
-0.000
13(SU
S)
2
-1
-326
0
-0
0
0.001
-0.001
-0.000
22(EX
P)
-2
1
326
0
-0
0
-2.230
3.370
2.015
2/L12
-2/L1
-326/L12
2.230/L
22
3.370/L2
2
2.015/L2
MAX
TYPE=Ri
gid GUI
w/gap;
Rigid GUI
w/gap;
Rigid +Z;
920
1(HYD
)
-1
1
-52
0
-0
0
-0.000
0.000
-0.000
2(OPE
)
-169
-0
0
0
-0
0
-5.000
1.455
0.345
12(SU
S)
-2
4
-83
0
-0
0
-0.001
0.003
-0.000
13(SU
S)
-2
4
-83
0
-0
0
-0.001
0.003
-0.000
22(EX
P)
-167
-4
83
0
-0
0
-4.999
1.452
0.345
-169/L2
4/L12
-83/L12
1.455/L2
0.345/L2
MAX
5.000/L
2
TYPE=Ri
gid GUI
w/gap;
Rigid +Z;
101
0
1(HYD
)
10
8
-109
0
-0
0
0.006
0.004
-0.000
2(OPE
)
0
-1091
0
0
-0
0
-4.698
-5.000
2.753
5
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
12(SU
S)
16
12
-177
0
-0
0
0.009
0.007
-0.000
13(SU
S)
16
12
-177
0
-0
0
0.009
0.007
-0.000
22(EX
P)
-16
-1103
177
0
-0
0
-4.707
-5.007
2.753
16/L12
1103/L
22
-177/L12
4.707/L
22
5.007/L2
2
MAX
2.753/L2
TYPE=Ri
gid +Z;
102
4
1(HYD
)
7
-4
-80
0
-0
0
0.004
-0.002
-0.000
2(OPE
)
48
26
-181
0
-0
0
18.217
9.779
-0.000
12(SU
S)
10
-6
-135
0
-0
0
0.005
-0.004
-0.000
13(SU
S)
10
-6
-134
0
-0
0
0.005
-0.004
-0.000
22(EX
P)
38
32
-46
0
-0
0
18.212
9.783
-0.000
48/L2
32/L22
-181/L2
18.217/
L2
9.783/L2
2
MAX
0.000/L2
TYPE=Ri
gid GUI
w/gap;
Rigid +Z;
104
0
1(HYD
)
32
-1
-275
0
-0
0
0.019
-0.001
-0.000
2(OPE
)
220
201
-784
0
-0
0
13.171
5.000
-0.000
12(SU
S)
45
-1
-411
0
-0
0
0.026
-0.001
-0.000
13(SU
S)
45
-1
-410
0
-0
0
0.026
-0.001
-0.000
22(EX
P)
175
202
-373
0
-0
0
13.145
5.001
-0.000
6
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
MAX
FY N.
FZ N.
220/L2
202/L2
2
-784/L2
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
13.171/
L2
5.001/L2
2
DZ mm.
0.000/L2
TYPE=Ri
gid GUI
w/gap;
Rigid +Z;
111
0
1(HYD
)
9
-16
-215
0
-0
0
0.005
-0.009
-0.000
2(OPE
)
0
-0
0
0
-0
0
9.016
-0.096
1.828
12(SU
S)
6
-18
-300
0
-0
0
0.004
-0.010
-0.000
13(SU
S)
6
-18
-299
0
-0
0
0.004
-0.010
-0.000
22(EX
P)
-6
18
300
0
-0
0
9.012
-0.086
1.828
9/L1
18/L12
-300/L12
0.096/L2
1.828/L2
MAX
9.016/L
2
TYPE=Ri
gid GUI
w/gap;
Rigid +Z;
118
0
1(HYD
)
10
39
-559
0
-0
0
0.005
0.022
-0.000
2(OPE
)
134
26
-455
0
-0
0
2.692
0.523
-0.000
12(SU
S)
6
43
-676
0
-0
0
0.004
0.025
-0.000
13(SU
S)
6
43
-676
0
-0
0
0.004
0.025
-0.000
22(EX
P)
128
-17
221
0
-0
0
2.689
0.499
0.000
134/L2
43/L12
-676/L12
MAX
127
0
FX N.
TYPE=Ri
gid GUI
w/gap;
Rigid GUI
w/gap;
2.692/L
2
0.523/L2
0.000/L1
2
7
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
1(HYD
)
0
-0
0
0
-0
0
-0.174
0.969
-0.511
2(OPE
)
-544
134
0
0
-0
0
-5.000
5.000
3.243
12(SU
S)
0
-0
0
0
-0
0
-0.206
1.068
-0.553
13(SU
S)
0
-0
0
0
-0
0
-0.206
1.068
-0.553
22(EX
P)
-544
134
0
0
-0
0
-4.794
3.932
3.796
-544/L2
134/L2
5.000/L2
3.796/L2
2
MAX
5.000/L
2
TYPE=Ri
gid +Z;
129
0
1(HYD
)
-58
-28
-518
0
-0
0
-0.033
-0.016
-0.000
2(OPE
)
-190
125
-760
0
-0
0
-7.814
5.146
-0.000
12(SU
S)
-67
-29
-675
0
-0
0
-0.038
-0.016
-0.000
13(SU
S)
-67
-29
-674
0
-0
0
-0.038
-0.016
-0.000
22(EX
P)
-124
154
-85
0
-0
0
-7.775
5.162
-0.000
-190/L2
154/L2
2
-760/L2
7.814/L
2
5.162/L2
2
MAX
0.000/L2
TYPE=Ri
gid LIM
w/gap;
Rigid +Z;
132
0
1(HYD
)
0
-0
0
0
-0
0
0.007
-0.016
0.213
2(OPE
)
-30
1
-101
0
-0
0
-6.703
0.246
-0.000
12(SU
S)
0
-0
0
0
-0
0
0.004
-0.016
0.054
8
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
13(SU
S)
0
-0
0
0
-0
0
0.004
-0.016
0.056
22(EX
P)
-30
1
-101
0
-0
0
-6.707
0.263
-0.054
-30/L2
1/L2
-101/L2
6.707/L
22
0.263/L2
2
0.213/L1
MAX
TYPE=Ri
gid +Z;
136
0
1(HYD
)
-1
-2
-68
0
-0
0
-0.000
-0.001
-0.000
2(OPE
)
-74
-99
-413
0
-0
0
-3.197
-4.255
-0.000
12(SU
S)
1
-12
-139
0
-0
0
0.000
-0.007
-0.000
13(SU
S)
1
-12
-138
0
-0
0
0.000
-0.007
-0.000
22(EX
P)
-75
-87
-274
0
-0
0
-3.198
-4.248
-0.000
-75/L22
-99/L2
-413/L2
3.198/L
22
4.255/L2
0.000/L2
MAX
TYPE=Ri
gid ANC;
200
0
1(HYD
)
-2
-22
-87
-1
-7
7
-0.000
-0.000
-0.214
2(OPE
)
147
1455
-1528
961
-533
-447
-1.604
-1.592
12.429
12(SU
S)
-2
-27
-118
5
-14
9
-0.000
-0.000
-0.229
13(SU
S)
-1
-18
-126
11
-18
6
-0.000
-0.000
-0.119
22(EX
P)
149
1481
-1411
957
-519
-456
-1.604
-1.591
12.658
149/L22
1481/L
22
-1528/L2
961/L2
533/
L2
456/L2
2
1.604/L
2
1.592/L2
MAX
12.658/L
22
9
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
TYPE=Ri
gid GUI
w/gap;
Rigid GUI
w/gap;
Rigid +Z;
Rigid -Z;
204
0
1(HYD
)
2
22
-277
0
-0
0
0.001
0.012
-0.000
2(OPE
)
0
-1461
756
0
-0
0
-4.342
-5.000
0.000
12(SU
S)
2
26
-440
0
-0
0
0.001
0.015
-0.000
13(SU
S)
1
18
-429
0
-0
0
0.001
0.010
-0.000
22(EX
P)
-2
-1488
1196
0
-0
0
-4.343
-5.015
0.000
2/L12
1488/L
22
4.343/L
22
5.015/L2
2
0.000/L2
2
MAX
1196/L22
TYPE=Ri
gid GUI
w/gap;
Rigid GUI
w/gap;
205
0
1(HYD
)
0
-0
0
0
-0
0
-0.030
0.010
-0.002
2(OPE
)
-387
-0
0
0
-0
0
-5.000
1.114
6.679
12(SU
S)
0
-0
0
0
-0
0
-0.046
0.012
-0.004
13(SU
S)
0
-0
0
0
-0
0
-0.044
0.009
-0.004
22(EX
P)
-387
-0
0
0
-0
0
-4.954
1.102
6.682
1.114/L2
6.682/L2
2
MAX
208
0
FX N.
-387/L2
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
5.000/L
2
10
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
1(HYD
)
-0
0
-74
0
-0
0
-0.000
0.000
-0.000
2(OPE
)
0
34
0
0
-0
0
14.331
5.000
12.269
12(SU
S)
-0
0
-121
0
-0
0
-0.000
0.000
-0.000
13(SU
S)
-0
0
-120
0
-0
0
-0.000
0.000
-0.000
22(EX
P)
0
33
121
0
-0
0
14.331
5.000
12.269
-0/L12
34/L2
-121/L12
5.000/L2
12.269/L
2
MAX
14.331/
L2
TYPE=Ri
gid +Z;
209
0
1(HYD
)
-0
-0
-81
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
0
-0
0
0
-0
0
-7.649
1.813
3.519
12(SU
S)
-0
-0
-131
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-0
-0
-131
0
-0
0
-0.000
-0.000
-0.000
22(EX
P)
0
0
131
0
-0
0
-7.649
1.813
3.519
-0/L12
-0/L1
-131/L12
7.649/L
2
1.813/L2
2
3.519/L2
MAX
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
210
0
1(HYD
)
-0
0
-83
0
-0
0
-0.000
0.000
-0.000
2(OPE
)
-9
-185
-155
0
-0
0
-0.967
-5.000
-0.000
12(SU
S)
-0
0
-135
0
-0
0
-0.000
0.000
-0.000
11
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
13(SU
S)
-0
0
-134
0
-0
0
-0.000
0.000
-0.000
22(EX
P)
-9
-185
-20
0
-0
0
-0.967
-5.000
-0.000
-9/L2
185/L2
2
-155/L2
0.967/L
2
5.000/L2
2
0.000/L2
MAX
TYPE=Ri
gid +Z;
211
0
1(HYD
)
-0
-0
-70
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
13
-33
-117
0
-0
0
5.715
-14.982
-0.000
12(SU
S)
-0
-0
-113
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-0
-0
-113
0
-0
0
-0.000
-0.000
-0.000
22(EX
P)
13
-33
-4
0
-0
0
5.715
-14.982
-0.000
13/L22
-33/L2
-117/L2
5.715/L
22
14.982/L
2
0.000/L2
MAX
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
213
0
1(HYD
)
0
-0
-72
0
-0
0
0.000
-0.000
-0.000
2(OPE
)
234
-43
-157
0
-0
0
5.000
-11.682
-0.000
12(SU
S)
0
-0
-118
0
-0
0
0.000
-0.000
-0.000
13(SU
S)
0
-0
-117
0
-0
0
0.000
-0.000
-0.000
22(EX
P)
234
-43
-39
0
-0
0
5.000
-11.682
-0.000
234/L2
-43/L2
-157/L2
5.000/L
2
11.682/L
2
0.000/L2
MAX
12
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
TYPE=Ri
gid +Z;
Rigid LIM
w/gap;
214
0
1(HYD
)
0
-0
-82
0
-0
0
0.000
-0.000
-0.000
2(OPE
)
7
-1047
-158
0
-0
0
0.781
-5.000
-0.000
12(SU
S)
0
-0
-134
0
-0
0
0.000
-0.000
-0.000
13(SU
S)
0
-0
-133
0
-0
0
0.000
-0.000
-0.000
22(EX
P)
7
-1047
-24
0
-0
0
0.781
-5.000
-0.000
7/L2
1047/L
2
-158/L2
5.000/L2
0.000/L2
MAX
0.781/L
2
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
215
0
1(HYD
)
-0
-0
-79
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
0
-0
0
0
-0
0
-1.910
1.667
3.428
12(SU
S)
-0
-0
-128
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-0
-0
-128
0
-0
0
-0.000
-0.000
-0.000
22(EX
P)
0
0
128
0
-0
0
-1.910
1.667
3.428
-0/L12
-0/L12
-128/L12
1.910/L
2
1.667/L2
2
3.428/L2
-0
-83
0.000
-0.000
-0.000
MAX
TYPE=Ri
gid +Z;
216
0
1(HYD
)
0
0
-0
0
13
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
2(OPE
)
0
-0
0
0
-0
0
-3.606
8.333
13.570
12(SU
S)
0
-0
-134
0
-0
0
0.000
-0.000
-0.000
13(SU
S)
0
-0
-134
0
-0
0
0.000
-0.000
-0.000
22(EX
P)
-0
0
134
0
-0
0
-3.606
8.333
13.570
0/L12
-0/L12
-134/L12
3.606/L
22
8.333/L2
2
13.570/L
2
MAX
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
217
0
1(HYD
)
-0
-0
-67
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
-10
-0
0
0
-0
0
-5.000
15.000
19.757
12(SU
S)
-0
-0
-109
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-0
-0
-109
0
-0
0
-0.000
-0.000
-0.000
22(EX
P)
-10
0
109
0
-0
0
-5.000
15.000
19.757
-10/L2
-0/L12
-109/L12
5.000/L
2
15.000/L
22
19.757/L
2
MAX
TYPE=Ri
gid GUI
w/gap;
Rigid GUI
w/gap;
219
0
1(HYD
)
0
-0
0
0
-0
0
-0.008
-0.019
-0.003
2(OPE
)
0
1462
0
0
-0
0
-3.989
5.000
13.356
12(SU
S)
0
-0
0
0
-0
0
-0.010
-0.030
-0.006
14
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
13(SU
S)
0
-0
0
0
-0
0
-0.010
-0.030
-0.006
22(EX
P)
0
1462
0
0
-0
0
-3.979
5.030
13.362
3.989/L
2
5.030/L2
2
13.362/L
22
1462/L
2
MAX
TYPE=Ri
gid GUI
w/gap;
Rigid GUI
w/gap;
220
0
1(HYD
)
0
-0
0
0
-0
0
-0.022
-0.047
-0.002
2(OPE
)
0
-99
0
0
-0
0
-0.159
-5.000
6.677
12(SU
S)
0
-0
0
0
-0
0
-0.026
-0.072
-0.004
13(SU
S)
0
-0
0
0
-0
0
-0.026
-0.072
-0.004
22(EX
P)
0
-99
0
0
-0
0
-0.133
-4.928
6.681
0.159/L
2
5.000/L2
-99/L2
MAX
6.681/L2
2
TYPE=Ri
gid GUI
w/gap;
Rigid GUI
w/gap;
Rigid +Z;
221
0
1(HYD
)
-59
0
-584
0
-0
0
-0.034
0.000
-0.000
2(OPE
)
492
-47
-877
0
-0
0
5.000
-0.902
-0.000
12(SU
S)
-72
0
-785
0
-0
0
-0.041
0.000
-0.000
13(SU
S)
-72
0
-783
0
-0
0
-0.041
0.000
-0.000
22(EX
P)
565
-47
-92
0
-0
0
5.041
-0.902
-0.000
15
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
MAX
FY N.
FZ N.
565/L22
47/L22
-877/L2
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
5.041/L
22
0.902/L2
2
0.000/L2
TYPE=Ri
gid +Z;
232
0
1(HYD
)
28
14
-481
0
-0
0
0.016
0.008
-0.000
2(OPE
)
215
-147
-867
0
-0
0
1.313
-0.900
-0.000
12(SU
S)
34
21
-540
0
-0
0
0.019
0.012
-0.000
13(SU
S)
34
21
-540
0
-0
0
0.019
0.012
-0.000
22(EX
P)
181
-168
-327
0
-0
0
1.294
-0.912
-0.000
215/L2
168/L2
2
-867/L2
1.313/L
2
0.912/L2
2
0.000/L2
MAX
TYPE=Ri
gid +Z;
235
0
1(HYD
)
27
-28
-571
0
-0
0
0.016
-0.016
-0.000
2(OPE
)
0
-0
0
0
-0
0
-1.897
-3.668
1.517
12(SU
S)
33
-42
-700
0
-0
0
0.019
-0.024
-0.000
13(SU
S)
33
-42
-699
0
-0
0
0.019
-0.024
-0.000
22(EX
P)
-33
42
700
0
-0
0
-1.916
-3.644
1.517
33/L12
42/L12
-700/L12
1.916/L
22
3.668/L2
1.517/L2
MAX
242
0
FX N.
TYPE=Ri
gid GUI
w/gap;
Rigid GUI
w/gap;
16
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
1(HYD
)
0
-0
0
0
-0
0
0.246
-0.168
-1.156
2(OPE
)
0
-33
0
0
-0
0
-2.954
-5.000
-0.062
12(SU
S)
0
-0
0
0
-0
0
0.347
-0.258
-1.621
13(SU
S)
0
-0
0
0
-0
0
0.346
-0.257
-1.617
22(EX
P)
0
-33
0
0
-0
0
-3.301
-4.742
1.559
3.301/L
22
5.000/L2
1.621/L1
2
-33/L2
MAX
TYPE=Ri
gid +Z;
245
0
1(HYD
)
7
23
-229
0
-0
0
0.004
0.013
-0.000
2(OPE
)
-23
189
-1020
0
-0
0
-0.013
0.108
-0.000
12(SU
S)
8
35
-352
0
-0
0
0.004
0.020
-0.000
13(SU
S)
8
35
-351
0
-0
0
0.004
0.020
-0.000
22(EX
P)
-31
154
-668
0
-0
0
-0.018
0.088
-0.000
-31/L22
189/L2
-1020/L2
0.108/L2
0.000/L2
MAX
0.018/L
22
TYPE=Ri
gid ANC;
300
0
1(HYD
)
-2
-22
1345790
178
-65
17
-0.000
-0.000
-0.000
2(OPE
)
147
1455
1439988
-7114
-436
-1131
0.000
0.000
-0.000
12(SU
S)
-2
-27
1438577
229
-88
22
-0.000
-0.000
-0.000
17
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
13(SU
S)
-1
-18
-749253
190
-90
16
-0.000
-0.000
-0.000
22(EX
P)
149
1481
-1411
-7343
-348
-1152
0.000
0.000
-0.000
149/L22
1481/L
22
1439988/
L2
7343/L
22
436/
L2
1152/L
22
0.000/L
22
0.000/L2
2
MAX
0.000/L2
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
500
0
1(HYD
)
0
-0
-42
0
-0
0
0.000
-0.000
-0.000
2(OPE
)
1
-19
-65
0
-0
0
2.406
-62.314
-0.000
12(SU
S)
0
-0
-68
0
-0
0
0.000
-0.000
-0.000
13(SU
S)
0
-0
-68
0
-0
0
0.000
-0.000
-0.000
22(EX
P)
1
-19
4
0
-0
0
2.406
-62.314
0.000
1/L2
-19/L2
-68/L12
2.406/L
2
62.314/L
2
0.000/L1
2
MAX
TYPE=Ri
gid +Z;
501
0
1(HYD
)
-0
-0
-122
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
-1
-66
-220
0
-0
0
-1.206
-53.400
-0.000
12(SU
S)
-0
-0
-198
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-0
-0
-197
0
-0
0
-0.000
-0.000
-0.000
22(EX
P)
-1
-66
-21
0
-0
0
-1.206
-53.400
-0.000
-1/L2
-66/L2
-220/L2
1.206/L
2
53.400/L
2
0.000/L2
MAX
18
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
502
0
1(HYD
)
1
-0
-100
0
-0
0
0.001
-0.000
-0.000
2(OPE
)
-57
-35
-118
0
-0
0
-5.000
-44.487
-0.000
12(SU
S)
2
-0
-162
0
-0
0
0.001
-0.000
-0.000
13(SU
S)
2
-0
-161
0
-0
0
0.001
-0.000
-0.000
22(EX
P)
-59
-35
45
0
-0
0
-5.001
-44.487
0.000
-59/L22
-35/L2
-162/L12
5.001/L
22
44.487/L
2
0.000/L1
2
MAX
TYPE=Ri
gid +Z;
503
0
1(HYD
)
-6
-0
-123
0
-0
0
-0.003
-0.000
-0.000
2(OPE
)
0
-0
0
0
-0
0
-5.824
-35.575
2.143
12(SU
S)
-9
-0
-200
0
-0
0
-0.005
-0.000
-0.000
13(SU
S)
-9
-0
-200
0
-0
0
-0.005
-0.000
-0.000
22(EX
P)
9
0
200
0
-0
0
-5.819
-35.575
2.143
-9/L12
-0/L12
-200/L12
5.824/L
2
35.575/L
2
-0
-123
-0.004
-0.000
MAX
2.143/L2
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
505
0
1(HYD
)
-7
0
-0
0
-0.000
19
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
2(OPE
)
55
-163
-553
0
-0
0
5.000
-26.672
-0.000
12(SU
S)
-11
-0
-200
0
-0
0
-0.006
-0.000
-0.000
13(SU
S)
-11
-0
-200
0
-0
0
-0.006
-0.000
-0.000
22(EX
P)
66
-163
-353
0
-0
0
5.006
-26.672
-0.000
66/L22
163/L2
-553/L2
5.006/L
22
26.672/L
2
0.000/L2
MAX
TYPE=Ri
gid +Z;
506
0
1(HYD
)
1
-0
-103
0
-0
0
0.001
-0.000
-0.000
2(OPE
)
13
-41
-144
0
-0
0
5.832
-17.780
-0.000
12(SU
S)
2
-0
-168
0
-0
0
0.001
-0.000
-0.000
13(SU
S)
2
-0
-167
0
-0
0
0.001
-0.000
-0.000
22(EX
P)
11
-41
24
0
-0
0
5.831
-17.780
0.000
13/L2
-41/L2
-168/L12
5.832/L
2
17.780/L
2
0.000/L1
2
MAX
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
507
0
1(HYD
)
-0
-0
-108
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
12
-53
-182
0
-0
0
2.041
-8.890
-0.000
12(SU
S)
-1
-0
-175
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-1
-0
-175
0
-0
0
-0.000
-0.000
-0.000
20
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
22(EX
P)
MAX
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
13
-53
-7
0
-0
0
2.042
-8.890
-0.000
13/L22
-53/L2
-182/L2
8.890/L2
0.000/L2
2.042/L
22
TYPE=Ri
gid ANC;
508
0
1(HYD
)
0
-2
-107
-0
0
0
0.000
-0.000
-0.000
2(OPE
)
8
948
-172
-1
-3
31
0.000
0.000
-0.000
12(SU
S)
0
-3
-173
-0
0
0
0.000
-0.000
-0.000
13(SU
S)
0
-3
-173
-0
0
0
0.000
-0.000
-0.000
22(EX
P)
8
952
2
-1
-3
31
0.000
0.000
0.000
8/L2
952/L2
2
-173/L12
-1/L2
3/L2
2
31/L2
0.000/L
2
0.000/L2
2
0.000/L1
2
MAX
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
509
0
1(HYD
)
-0
-0
-107
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
-0
52
-174
0
-0
0
-0.000
8.909
-0.000
12(SU
S)
-0
-0
-174
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-0
-0
-173
0
-0
0
-0.000
-0.000
-0.000
22(EX
P)
-0
52
0
0
-0
0
-0.000
8.909
-0.000
-0/L2
52/L2
-174/L2
8.909/L2
0.000/L2
MAX
0.000/L
2
21
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
TYPE=Ri
gid +Z;
510
0
1(HYD
)
0
-0
-107
0
-0
0
0.000
-0.000
-0.000
2(OPE
)
-0
52
-173
0
-0
0
-0.000
17.818
-0.000
12(SU
S)
0
-0
-173
0
-0
0
0.000
-0.000
-0.000
13(SU
S)
0
-0
-173
0
-0
0
0.000
-0.000
-0.000
22(EX
P)
-0
52
0
0
-0
0
-0.000
17.818
0.000
-0/L22
52/L2
-173/L2
0.000/L
22
17.818/L
2
MAX
0.000/L2
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
511
0
1(HYD
)
-0
-0
-108
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
-0
53
-175
0
-0
0
-0.000
26.729
-0.000
12(SU
S)
-0
-0
-175
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-0
-0
-175
0
-0
0
-0.000
-0.000
-0.000
22(EX
P)
-0
53
0
0
-0
0
-0.000
26.729
-0.000
-0/L2
53/L2
-175/L2
0.000/L
2
26.729/L
2
MAX
0.000/L2
TYPE=Ri
gid +Z;
512
0
1(HYD
)
0
-0
-103
0
-0
0
0.000
-0.000
-0.000
2(OPE
)
-0
50
-168
0
-0
0
-0.000
35.640
-0.000
22
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
FX N.
FY N.
FZ N.
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
DY mm.
DZ mm.
12(SU
S)
0
-0
-168
0
-0
0
0.000
-0.000
-0.000
13(SU
S)
0
-0
-167
0
-0
0
0.000
-0.000
-0.000
22(EX
P)
-0
50
0
0
-0
0
-0.000
35.640
0.000
-0/L22
50/L2
-168/L2
0.000/L
22
35.640/L
2
MAX
0.000/L2
TYPE=Ri
gid +Z;
Rigid GUI
w/gap;
513
0
1(HYD
)
-0
-0
-121
0
-0
0
-0.000
-0.000
-0.000
2(OPE
)
-0
59
-197
0
-0
0
-0.000
44.553
-0.000
12(SU
S)
-0
-0
-197
0
-0
0
-0.000
-0.000
-0.000
13(SU
S)
-0
-0
-196
0
-0
0
-0.000
-0.000
-0.000
22(EX
P)
-0
59
0
0
-0
0
-0.000
44.553
-0.000
-0/L2
59/L2
-197/L2
0.000/L
2
44.553/L
2
MAX
0.000/L2
TYPE=Ri
gid +Z;
514
0
1(HYD
)
0
-0
-42
0
-0
0
0.000
-0.000
-0.000
2(OPE
)
-0
21
-69
0
-0
0
-0.000
53.467
-0.000
12(SU
S)
0
-0
-69
0
-0
0
0.000
-0.000
-0.000
13(SU
S)
0
-0
-68
0
-0
0
0.000
-0.000
-0.000
22(EX
P)
-0
21
0
0
-0
0
-0.000
53.467
0.000
23
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
RESTRAINT SUMMARY EXTENDED REPORT: Loads On Restraints
Various Load Cases
Nod
e
Load
Case
MAX
FX N.
FY N.
FZ N.
-0/L22
21/L2
-69/L2
MX
N.m.
MY
N.m.
MZ
N.m.
DX
mm.
0.000/L
2
DY mm.
53.467/L
2
DZ mm.
0.000/L2
1
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
Table of Contents
LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS ............................................................................. 2
INPUT LISTING ..................................................................................................................................................... 3
2
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS
1 (HYD) WW+HP
2 (OPE) W+T1+P1
3 (Alt-SUS) W+P1
4 (OPE) W+T2+P1
5 (Alt-SUS) W+P1
6 (OPE) W+T3+P1
7 (Alt-SUS) W+P1
8 (OPE) W+T3+P1+U1
9 (OPE) W+T3+P1-U1
10 (OPE) W+T3+P1+U2
11 (OPE) W+T3+P1-U2
12 (SUS) W+P1
13 (SUS) WNC
14 (OCC) L14=L8-L6
15 (OCC) L15=L9-L6
16 (OCC) L16=L10-L6
17 (OCC) L17=L11-L6
18 (OCC) L18=L14+L12
19 (OCC) L19=L15+L12
20 (OCC) L20=L16+L12
21 (OCC) L21=L17+L12
22 (EXP) L22=L2-L12
23 (EXP) L23=L4-L12
24 (EXP) L24=L6-L12
25 (EXP) L25=L22-L23
26 (EXP) L26=L22-L24
27 (EXP) L27=L25-L26
3
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
PIPE DATA
--------------------------------------------------------------------------------------------------------------------------------------------------------From 1000 To 1005 DZ= 400.000 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Cor= .0000 mm.
GENERAL
T1= 275 C
T2= 275 C
T3= 290 C
P1= 75.0000 bars
PHyd= 112.5000 bars
Mat= (165)A312 TP316L
E= 195,117,184 KPa
EH1= 176,951,360 KPa
EH2= 176,951,360 KPa
EH3= 176,020,672 KPa
EH4= 195,117,184 KPa
EH5= 195,117,184 KPa
EH6= 195,117,184 KPa
EH7= 195,117,184 KPa
EH8= 195,117,184 KPa
EH9= 195,117,184 KPa
v = .292
Pipe Den=8027.1997070 kg/cu.m.
Fluid Den= 30.8299999 kg/cu.m.
Insul Thk= 70.000 mm.
Insul Den= 180.0000000 kg/cu.m.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1004
Angle/Node @2= .00 1003
ALLOWABLE STRESSES
B31.3 (2016)
Cycle Max Switch = --Sc= 115,140 KPa
Sh1= 100,553 KPa
Sh2= 100,553 KPa
Sh3= 99,064 KPa
Sh4= 115,140 KPa
Sh5= 115,140 KPa
Sh6= 115,140 KPa
Sh7= 115,140 KPa
Sh8= 115,140 KPa
Sh9= 115,140 KPa
Sy= 172,365 KPa
----------------------------------------------------------------------------From 1005 To 1010 DX= -700.000 mm.
RESTRAINTS
Node 1010 +Z
Mu = .30
Node 1010 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 1010 To 1020 DX= -300.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1019
Angle/Node @2= .00 1018
----------------------------------------------------------------------------From 1020 To 1024 DY= 1,725.000 mm.
RESTRAINTS
Node 1024 +Z
Mu = .30
----------------------------------------------------------------------------From 1024 To 1030 DY= 375.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1029
Angle/Node @2= .00 1028
----------------------------------------------------------------------------From 1030 To 1040 DX= -1,525.000 mm.
RESTRAINTS
Node 1040 +Z
Mu = .30
Node 1040 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 1040 To 1050 DX= -400.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1049
Angle/Node @2= .00 1048
----------------------------------------------------------------------------From 1050 To 1060 DZ= 1,100.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1059
Angle/Node @2= .00 1058
----------------------------------------------------------------------------From 1060 To 1070 DX= -265.000 mm.
----------------------------------------------------------------------------From 1070 To 1080 DX= -114.000 mm.
4
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
----------------------------------------------------------------------------From 1080 To 1090 DX= -157.000 mm.
----------------------------------------------------------------------------From 1090 To 1100 DX= -225.000 mm.
Element Name= Valve
RIGID Weight= 217.95 N.
----------------------------------------------------------------------------From 1100 To 1110 DX= -115.500 mm.
RESTRAINTS
Node 1110 +Z
Mu = .30
Node 1110 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 1110 To 1120 DX= -115.500 mm.
----------------------------------------------------------------------------From 1120 To 1130 DX= -64.000 mm.
REDUCER
Diam2= 33.401 mm.
Wall2= 3.380 mm.
----------------------------------------------------------------------------From 1130 To 1140 DX= -300.000 mm.
PIPE
Dia= 33.401 mm.
Wall= 3.380 mm.
Insul Thk= 70.000 mm.
----------------------------------------------------------------------------From 1140 To 1150 DX= -460.000 mm.
RIGID Weight= 34.74 N.
----------------------------------------------------------------------------From 1150 To 1160 DX= -300.000 mm.
----------------------------------------------------------------------------From 1160 To 1170 DX= -64.000 mm.
REDUCER
Diam2= 48.260 mm.
Wall2= 3.680 mm.
----------------------------------------------------------------------------From 1170 To 1180 DX= -115.500 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Insul Thk= 70.000 mm.
RESTRAINTS
Node 1180 +Z
Mu = .30
Node 1180 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 1180 To 1190 DX= -115.500 mm.
----------------------------------------------------------------------------From 1190 To 1200 DX= -225.000 mm.
Element Name= Valve
RIGID Weight= 217.95 N.
----------------------------------------------------------------------------From 1200 To 1210 DX= -157.000 mm.
----------------------------------------------------------------------------From 1210 To 1220 DX= -57.000 mm.
----------------------------------------------------------------------------From 1220 To 1230 DX= -64.000 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Insul Thk= 70.000 mm.
REDUCER
Diam2= 33.401 mm.
Wall2= 3.380 mm.
----------------------------------------------------------------------------From 1230 To 1235 DX= -421.000 mm.
PIPE
Dia= 33.401 mm.
Wall= 3.380 mm.
Insul Thk= 70.000 mm.
5
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
RIGID Weight= 449.20 N.
----------------------------------------------------------------------------From 1235 To 1240 DX= -333.000 mm.
----------------------------------------------------------------------------From 1240 To 1250 DX= -64.000 mm.
REDUCER
Diam2= 48.260 mm.
Wall2= 3.680 mm.
----------------------------------------------------------------------------From 1250 To 1260 DX= -58.000 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Insul Thk= 70.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1259
Angle/Node @2= .00 1258
----------------------------------------------------------------------------From 1260 To 1270 DZ= -320.000 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Insul Thk= 70.000 mm.
RESTRAINTS
Node 1270 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 1270 To 1280 DZ= -780.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1279
Angle/Node @2= .00 1278
----------------------------------------------------------------------------From 1280 To 1290 DY= -300.000 mm.
RESTRAINTS
Node 1290 +Z
Mu = .30
----------------------------------------------------------------------------From 1290 To 1300 DY= -586.000 mm.
----------------------------------------------------------------------------From 1300 To 1310 DY= -214.000 mm.
----------------------------------------------------------------------------From 1310 To 1320 DY= -300.000 mm.
RESTRAINTS
Node 1320 +Z
Mu = .30
Node 1320 LIM
Gap= 5.000 mm.
----------------------------------------------------------------------------From 1320 To 1330 DY= -486.000 mm.
----------------------------------------------------------------------------From 1330 To 1340 DY= -214.000 mm.
----------------------------------------------------------------------------From 1340 To 1350 DY= -266.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1349
Angle/Node @2= .00 1348
----------------------------------------------------------------------------From 1350 To 1360 DX= -300.000 mm.
RESTRAINTS
Node 1360 +Z
Mu = .30
----------------------------------------------------------------------------From 1360 To 1370 DX= -506.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1369
Angle/Node @2= .00 1368
----------------------------------------------------------------------------From 1370 To 1380 DZ= 58.000 mm.
-----------------------------------------------------------------------------
6
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
From 1380 To 930 DZ= 64.000 mm.
REDUCER
Diam2= 33.401 mm.
----------------------------------------------------------------------------From 1080 To 1400 DZ= 693.000 mm.
PIPE
Dia= 33.401 mm.
Wall= 3.380 mm.
Insul Thk= 70.000 mm.
BEND at "TO" end
Radius= 38.100 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1399
Angle/Node @2= .00 1398
SIF's & TEE's
Node 1080
Welding Tee
----------------------------------------------------------------------------From 1400 To 1410 DX= -1,377.000 mm.
----------------------------------------------------------------------------From 1410 To 1420 DX= -135.000 mm.
Element Name= Valve
RIGID Weight= 83.40 N.
----------------------------------------------------------------------------From 1420 To 1430 DX= -902.000 mm.
BEND at "TO" end
Radius= 38.100 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 1429
Angle/Node @2= .00 1428
----------------------------------------------------------------------------From 1430 To 1210 DZ= -693.000 mm.
SIF's & TEE's
Node 1210
Welding Tee
----------------------------------------------------------------------------From 1440 To 1300 DX= -57.000 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Insul Thk= 70.000 mm.
SIF's & TEE's
Node 1300
Welding Tee
----------------------------------------------------------------------------From 1340 To 440 DZ= 57.000 mm.
PIPE
Dia= 33.401 mm.
Wall= 3.380 mm.
Insul Thk= 70.000 mm.
SIF's & TEE's
Node 1340
Welding Tee
----------------------------------------------------------------------------From 1330 To 450 DZ= 57.000 mm.
SIF's & TEE's
Node 1330
Welding Tee
----------------------------------------------------------------------------From 1310 To 460 DZ= 57.000 mm.
SIF's & TEE's
Node 1310
Welding Tee
----------------------------------------------------------------------------From 800 To 810 DX= 130.000 mm.
PIPE
Dia= 33.401 mm.
Wall= 3.380 mm.
GENERAL
Mat= (165)A312 TP316L
E= 195,117,184 KPa
EH1= 176,951,360 KPa
EH2= 176,951,360 KPa
EH3= 176,020,672 KPa
EH4= 195,117,184 KPa
EH5= 195,117,184 KPa
EH6= 195,117,184 KPa
EH7= 195,117,184 KPa
EH8= 195,117,184 KPa
EH9= 195,117,184 KPa
v = .292
Pipe Den=8027.1997070 kg/cu.m.
Insul Thk= 70.000 mm.
BEND at "TO" end
7
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
Radius= 38.100 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 809
Angle/Node @2= .00 808
RESTRAINTS
Node 800 ANC
ALLOWABLE STRESSES
B31.3 (2016)
Cycle Max Switch = --Sc= 115,140 KPa
Sh1= 100,553 KPa
Sh2= 100,553 KPa
Sh3= 99,064 KPa
Sh4= 115,140 KPa
Sh5= 115,140 KPa
Sh6= 115,140 KPa
Sh7= 115,140 KPa
Sh8= 115,140 KPa
Sh9= 115,140 KPa
Sy= 172,365 KPa
----------------------------------------------------------------------------From 810 To 820 DZ= -500.000 mm.
BEND at "TO" end
Radius= 38.100 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 819
Angle/Node @2= .00 818
----------------------------------------------------------------------------From 820 To 830 DY= 177.000 mm.
----------------------------------------------------------------------------From 830 To 840 DY= 197.000 mm.
RIGID Weight= 76.59 N.
----------------------------------------------------------------------------From 840 To 850 DY= 66.500 mm.
RESTRAINTS
Node 850 +Z
Mu = .30
Node 850 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 850 To 860 DY= 66.500 mm.
----------------------------------------------------------------------------From 860 To 870 DY= 421.000 mm.
Element Name= Flanged Valve
RIGID Weight= 449.20 N.
----------------------------------------------------------------------------From 870 To 880 DY= 50.000 mm.
RESTRAINTS
Node 880 +Z
Mu = .30
----------------------------------------------------------------------------From 880 To 890 DY= 50.000 mm.
----------------------------------------------------------------------------From 890 To 900 DY= 135.000 mm.
RIGID Weight= 83.40 N.
----------------------------------------------------------------------------From 900 To 910 DY= 139.000 mm.
BEND at "TO" end
Radius= 38.100 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 909
Angle/Node @2= .00 908
----------------------------------------------------------------------------From 910 To 920 DZ= -520.000 mm.
RESTRAINTS
Node 920 Guide
Gap= 5.000 mm.
Node 920 +Z
Mu = .30
----------------------------------------------------------------------------From 920 To 930 DZ= -460.000 mm.
GENERAL
Mat= (165)A312 TP316L
E= 195,117,184 KPa
EH1= 176,951,360 KPa
EH2= 176,951,360 KPa
EH3= 176,020,672 KPa
EH4= 195,117,184 KPa
EH5= 195,117,184 KPa
EH6= 195,117,184 KPa
EH7= 195,117,184 KPa
EH8= 195,117,184 KPa
EH9= 195,117,184 KPa
v = .292
Pipe Den=8027.1997070 kg/cu.m.
ALLOWABLE STRESSES
B31.3 (2016)
Cycle Max Switch = --Sc= 115,140 KPa
Sh1= 100,553 KPa
Sh2= 100,553 KPa
Sh3= 99,064 KPa
Sh4= 115,140 KPa
Sh5= 115,140 KPa
Sh6= 115,140 KPa
Sh7= 115,140 KPa
Sh8= 115,140 KPa
8
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
Sh9= 115,140 KPa
Sy= 172,365 KPa
----------------------------------------------------------------------------From 2000 To 2010 DX= -66.000 mm. DY= -66.000 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Cor= .0000 mm.
GENERAL
T1= 275 C
T2= 275 C
T3= 290 C
P1= 75.0000 bars
PHyd= 112.5000 bars
Mat= (165)A312 TP316L
E= 195,117,184 KPa
EH1= 176,951,360 KPa
EH2= 176,951,360 KPa
EH3= 176,020,672 KPa
EH4= 195,117,184 KPa
EH5= 195,117,184 KPa
EH6= 195,117,184 KPa
EH7= 195,117,184 KPa
EH8= 195,117,184 KPa
EH9= 195,117,184 KPa
v = .292
Pipe Den=8027.1997070 kg/cu.m.
Fluid Den= 30.8299999 kg/cu.m.
Insul Thk= 70.000 mm.
Insul Den= 180.0000000 kg/cu.m.
RIGID Weight= 62.61 N.
RESTRAINTS
Node 2000 ANC
Cnode 3042
ALLOWABLE STRESSES
B31.3 (2016)
Cycle Max Switch = --Sc= 115,140 KPa
Sh1= 100,553 KPa
Sh2= 100,553 KPa
Sh3= 99,064 KPa
Sh4= 115,140 KPa
Sh5= 115,140 KPa
Sh6= 115,140 KPa
Sh7= 115,140 KPa
Sh8= 115,140 KPa
Sh9= 115,140 KPa
Sy= 172,365 KPa
----------------------------------------------------------------------------From 2010 To 2020 DX= -359.000 mm. DY= -359.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 45.000
Angle/Node @1= 22.50 2019
Angle/Node @2= .00 2018
----------------------------------------------------------------------------From 2020 To 2030 DY= -784.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2029
Angle/Node @2= .00 2028
----------------------------------------------------------------------------From 2030 To 2040 DZ= 525.000 mm.
RESTRAINTS
Node 2040 Guide
Gap= 5.000 mm.
Node 2040 +Z
Mu = .30
Node 2040 -Z
----------------------------------------------------------------------------From 2040 To 2050 DZ= 1,500.000 mm.
RESTRAINTS
Node 2050 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2050 To 2060 DZ= 1,500.000 mm.
----------------------------------------------------------------------------From 2060 To 2070 DZ= 500.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2069
Angle/Node @2= .00 2068
----------------------------------------------------------------------------From 2070 To 2080 DX= 1,006.000 mm.
RESTRAINTS
Node 2080 +Z
Mu = .30
Node 2080 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2080 To 2090 DX= 1,500.000 mm.
RESTRAINTS
Node 2090 +Z
Mu = .30
----------------------------------------------------------------------------From 2090 To 2100 DX= 1,500.000 mm.
RESTRAINTS
Node 2100 +Z
Mu = .30
9
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
Node 2100 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2100 To 2110 DX= 1,500.000 mm.
RESTRAINTS
Node 2110 +Z
Mu = .30
----------------------------------------------------------------------------From 2110 To 2120 DX= 300.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2119
Angle/Node @2= .00 2118
----------------------------------------------------------------------------From 2120 To 2130 DY= 958.000 mm.
RESTRAINTS
Node 2130 +Z
Mu = .30
Node 2130 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2130 To 2140 DY= 1,500.000 mm.
RESTRAINTS
Node 2140 +Z
Mu = .30
Node 2140 LIM
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2140 To 2150 DY= 1,500.000 mm.
RESTRAINTS
Node 2150 +Z
Mu = .30
Node 2150 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2150 To 2160 DY= 1,500.000 mm.
RESTRAINTS
Node 2160 +Z
Mu = .30
----------------------------------------------------------------------------From 2160 To 2170 DY= 1,500.000 mm.
RESTRAINTS
Node 2170 +Z
Mu = .30
Node 2170 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2170 To 2180 DY= 500.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2179
Angle/Node @2= .00 2178
----------------------------------------------------------------------------From 2180 To 2190 DZ= -700.000 mm.
RESTRAINTS
Node 2190 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2190 To 2200 DZ= -1,500.000 mm.
RESTRAINTS
Node 2200 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2200 To 2210 DZ= -1,500.000 mm.
RESTRAINTS
Node 2210 Guide
Gap= 5.000 mm.
Node 2210 +Z
Mu = .30
----------------------------------------------------------------------------From 2210 To 2220 DZ= -500.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2219
Angle/Node @2= .00 2218
----------------------------------------------------------------------------From 2220 To 2230 DX= -108.000 mm.
----------------------------------------------------------------------------From 2230 To 2240 DX= -225.000 mm.
10
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
Element Name= Valve
RIGID Weight= 217.95 N.
----------------------------------------------------------------------------From 2240 To 2250 DX= -50.000 mm.
----------------------------------------------------------------------------From 2250 To 2260 DX= -127.000 mm.
RIGID Weight= 96.12 N.
----------------------------------------------------------------------------From 2260 To 2270 DX= -107.000 mm.
----------------------------------------------------------------------------From 2270 To 2280 DX= -107.000 mm.
----------------------------------------------------------------------------From 2280 To 2290 DX= -225.000 mm.
Element Name= Valve
RIGID Weight= 217.95 N.
----------------------------------------------------------------------------From 2290 To 2300 DX= -50.000 mm.
----------------------------------------------------------------------------From 2300 To 2310 DX= -64.000 mm.
REDUCER
Diam2= 33.401 mm.
----------------------------------------------------------------------------From 2310 To 2320 DX= -150.000 mm.
PIPE
Dia= 33.401 mm.
Wall= 3.380 mm.
Insul Thk= 70.000 mm.
RESTRAINTS
Node 2320 +Z
Mu = .30
----------------------------------------------------------------------------From 2320 To 2330 DX= -150.000 mm.
----------------------------------------------------------------------------From 2330 To 2340 DX= -421.000 mm.
RIGID Weight= 449.20 N.
----------------------------------------------------------------------------From 2340 To 2350 DX= -150.000 mm.
RESTRAINTS
Node 2350 +Z
Mu = .30
----------------------------------------------------------------------------From 2350 To 2360 DX= -150.000 mm.
----------------------------------------------------------------------------From 2360 To 2370 DX= -64.000 mm.
REDUCER
Diam2= 48.260 mm.
Wall2= 3.680 mm.
----------------------------------------------------------------------------From 2370 To 2380 DX= -50.000 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Insul Thk= 70.000 mm.
----------------------------------------------------------------------------From 2380 To 2390 DX= -225.000 mm.
Element Name= Valve
RIGID Weight= 217.95 N.
----------------------------------------------------------------------------From 2390 To 2400 DX= -107.000 mm.
----------------------------------------------------------------------------From 2400 To 2410 DX= -115.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2409
Angle/Node @2= .00 2408
----------------------------------------------------------------------------From 2410 To 2420 DZ= -320.000 mm.
11
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
RESTRAINTS
Node 2420 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 2420 To 2430 DZ= -780.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2429
Angle/Node @2= .00 2428
----------------------------------------------------------------------------From 2430 To 2440 DX= -215.000 mm. DY= 215.000 mm.
BEND at "TO" end
Radius= 57.150 mm. (LONG)
Bend Angle= 45.000
Angle/Node @1= 22.50 2439
Angle/Node @2= .00 2438
----------------------------------------------------------------------------From 2440 To 2450 DX= -500.000 mm.
RESTRAINTS
Node 2450 +Z
Mu = .30
----------------------------------------------------------------------------From 2450 To 1440 DX= -1,812.000 mm.
----------------------------------------------------------------------------From 2270 To 2470 DZ= 943.000 mm.
PIPE
Dia= 33.401 mm.
Wall= 3.380 mm.
Insul Thk= 70.000 mm.
BEND at "TO" end
Radius= 38.100 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2469
Angle/Node @2= .00 2468
SIF's & TEE's
Node 2270
Welding Tee
----------------------------------------------------------------------------From 2470 To 2480 DX= -983.000 mm.
----------------------------------------------------------------------------From 2480 To 2490 DX= -135.000 mm.
Element Name= Valve
RIGID Weight= 83.40 N.
----------------------------------------------------------------------------From 2490 To 2500 DX= -795.000 mm.
BEND at "TO" end
Radius= 38.100 mm. (LONG)
Bend Angle= 90.000
Angle/Node @1= 45.00 2499
Angle/Node @2= .00 2498
----------------------------------------------------------------------------From 2500 To 2400 DZ= -943.000 mm.
PIPE
Dia= 33.401 mm.
Wall= 3.380 mm.
Insul Thk= 70.000 mm.
SIF's & TEE's
Node 2400
Welding Tee
----------------------------------------------------------------------------From 3000 To 3010 DZ= 2,000.000 mm.
PIPE
Dia= 1,478.000 mm.
Wall= 39.000 mm.
Cor= .0000 mm.
GENERAL
T1= 25 C
T2= 25 C
T3= 25 C
P1= .0000 bars
PHyd= .0000 bars
Mat= (381)A516 60
E= 203,390,704 KPa
EH1= 203,069,232 KPa
EH2= 203,069,232 KPa
EH3= 203,069,232 KPa
EH4= 203,390,704 KPa
EH5= 203,390,704 KPa
EH6= 203,390,704 KPa
EH7= 203,390,704 KPa
EH8= 203,390,704 KPa
EH9= 203,390,704 KPa
v = .292
Pipe Den=7833.4399414 kg/cu.m.
Fluid Den= 971.5999756 kg/cu.m.
Insul Thk= 250.000 mm.
Insul Den= 180.0000000 kg/cu.m.
RESTRAINTS
Node 3000 ANC
UNIFORM LOAD
12
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
Vector1 in G-s X1 Dir = .00 g's Y1 Dir = .00 g's Z1 Dir = .00 g's
Vector2 in G-s X2 Dir = .00 g's Y2 Dir = .00 g's Z2 Dir = .00 g's
Vector3 in F/L X3 Dir = .00 N./mm. Y3 Dir = .00 N./mm.
Z3 Dir = .00 N./mm. Vector4 in F/L X4 Dir = .00 N./mm.
Y4 Dir = .00 N./mm. Z4 Dir = .00 N./mm. Vector5 in F/L
X5 Dir = .00 N./mm. Y5 Dir = .00 N./mm. Z5 Dir = .00 N./mm.
Vector6 in F/L X6 Dir = .00 N./mm. Y6 Dir = .00 N./mm.
Z6 Dir = .00 N./mm. Vector7 in F/L X7 Dir = .00 N./mm.
Y7 Dir = .00 N./mm. Z7 Dir = .00 N./mm. Vector8 in F/L
X8 Dir = .00 N./mm. Y8 Dir = .00 N./mm. Z8 Dir = .00 N./mm.
Vector9 in F/L X9 Dir = .00 N./mm. Y9 Dir = .00 N./mm.
Z9 Dir = .00 N./mm.
ALLOWABLE STRESSES
B31.3 (2016)
Cycle Max Switch = --Sc= 137,892 KPa
Sh1= 137,892 KPa
Sh2= 137,892 KPa
Sh3= 137,892 KPa
Sh4= 137,892 KPa
Sh5= 137,892 KPa
Sh6= 137,892 KPa
Sh7= 137,892 KPa
Sh8= 137,892 KPa
Sh9= 137,892 KPa
Sy= 220,627 KPa
----------------------------------------------------------------------------From 3010 To 3020 DZ= 1,499.000 mm.
GENERAL
T1= 255 C
T2= 255 C
T3= 280 C
P1= 60.0000 bars
PHyd= 90.0000 bars
ALLOWABLE STRESSES
B31.3 (2016)
Cycle Max Switch = --Sc= 137,892 KPa
Sh1= 120,465 KPa
Sh2= 120,465 KPa
Sh3= 117,487 KPa
Sh4= 137,892 KPa
Sh5= 137,892 KPa
Sh6= 137,892 KPa
Sh7= 137,892 KPa
Sh8= 137,892 KPa
Sh9= 137,892 KPa
Sy= 220,627 KPa
----------------------------------------------------------------------------From 3020 To 3030 DZ= 1,701.000 mm.
----------------------------------------------------------------------------From 3030 To 3040 DZ= 900.000 mm.
----------------------------------------------------------------------------From 3040 To 3050 DZ= 600.000 mm.
----------------------------------------------------------------------------From 3050 To 3060 DZ= 700.000 mm.
----------------------------------------------------------------------------From 3060 To 3070 DZ= 3,800.000 mm.
----------------------------------------------------------------------------From 3070 To 3080 DZ= 1,200.000 mm.
----------------------------------------------------------------------------From 3080 To 3090 DZ= 4,300.000 mm.
----------------------------------------------------------------------------From 3090 To 3100 DZ= 300.000 mm.
----------------------------------------------------------------------------From 3100 To 3110 DZ= 400.000 mm.
----------------------------------------------------------------------------From 3110 To 3120 DZ= 3,800.000 mm.
----------------------------------------------------------------------------From 3120 To 3130 DZ= 1,200.000 mm.
----------------------------------------------------------------------------From 3130 To 3140 DZ= 3,300.000 mm.
----------------------------------------------------------------------------From 3140 To 3150 DZ= 1,700.000 mm.
----------------------------------------------------------------------------From 3150 To 3160 DZ= 3,800.000 mm.
----------------------------------------------------------------------------From 3160 To 3170 DZ= 800.000 mm.
----------------------------------------------------------------------------From 3170 To 3180 DZ= 400.000 mm.
----------------------------------------------------------------------------From 3180 To 3190 DZ= 4,000.000 mm.
-----------------------------------------------------------------------------
13
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
From 3190 To 3200 DZ= 800.000 mm.
----------------------------------------------------------------------------From 3200 To 3210 DZ= 3,200.000 mm.
----------------------------------------------------------------------------From 3210 To 3220 DZ= 300.000 mm.
----------------------------------------------------------------------------From 3220 To 3230 DZ= 2,700.000 mm.
----------------------------------------------------------------------------From 3230 To 3240 DZ= 800.000 mm.
----------------------------------------------------------------------------From 3240 To 3250 DZ= 2,000.000 mm.
----------------------------------------------------------------------------From 3250 To 3260 DZ= 500.000 mm.
----------------------------------------------------------------------------From 3260 To 3270 DZ= 300.000 mm.
----------------------------------------------------------------------------From 3040 To 3042 DX= -522.552 mm. DY= -522.552 mm.
RIGID Weight= .00 N.
----------------------------------------------------------------------------From 5000 To 5010 DY= 2,000.000 mm.
PIPE
Dia= 48.260 mm.
Wall= 3.680 mm.
Cor= .0000 mm.
GENERAL
T1= 275 C
T2= 275 C
T3= 290 C
P1= 75.0000 bars
PHyd= 112.0000 bars
Mat= (165)A312 TP316L
E= 195,117,184 KPa
EH1= 176,951,360 KPa
EH2= 176,951,360 KPa
EH3= 176,020,672 KPa
EH4= 195,117,184 KPa
EH5= 195,117,184 KPa
EH6= 195,117,184 KPa
EH7= 195,117,184 KPa
EH8= 195,117,184 KPa
EH9= 195,117,184 KPa
v = .292
Pipe Den=8027.1997070 kg/cu.m.
Fluid Den= 30.8299999 kg/cu.m.
Insul Thk= 70.000 mm.
Insul Den= 180.0000000 kg/cu.m.
RESTRAINTS
Node 5000 +Z
Mu = .30
Node 5010 +Z
Mu = .30
Node 5000 Guide
Gap= 5.000 mm.
ALLOWABLE STRESSES
B31.3 (2016)
Cycle Max Switch = --Sc= 115,140 KPa
Sh1= 100,553 KPa
Sh2= 100,553 KPa
Sh3= 99,064 KPa
Sh4= 115,140 KPa
Sh5= 115,140 KPa
Sh6= 115,140 KPa
Sh7= 115,140 KPa
Sh8= 115,140 KPa
Sh9= 115,140 KPa
Sy= 172,365 KPa
----------------------------------------------------------------------------From 5010 To 5020 DY= 2,000.000 mm.
RESTRAINTS
Node 5020 +Z
Mu = .30
Node 5020 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 5020 To 5030 DY= 2,000.000 mm.
RESTRAINTS
Node 5030 +Z
Mu = .30
----------------------------------------------------------------------------From 5030 To 5040 DY= 1,000.000 mm.
----------------------------------------------------------------------------From 5040 To 5050 DY= 1,000.000 mm.
RESTRAINTS
Node 5050 +Z
Mu = .30
Node 5050 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 5050 To 5060 DY= 2,000.000 mm.
RESTRAINTS
Node 5060 +Z
Mu = .30
----------------------------------------------------------------------------From 5060 To 5070 DY= 2,000.000 mm.
14
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:7
Job:: 311SH01-1
INPUT LISTING
RESTRAINTS
Node 5070 +Z
Mu = .30
Node 5070 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 5070 To 5080 DY= 2,000.000 mm.
RESTRAINTS
Node 5080 ANC
----------------------------------------------------------------------------From 5080 To 5090 DY= 2,000.000 mm.
RESTRAINTS
Node 5090 +Z
Mu = .30
Node 5090 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 5090 To 5100 DY= 2,000.000 mm.
RESTRAINTS
Node 5100 +Z
Mu = .30
----------------------------------------------------------------------------From 5100 To 5110 DY= 2,000.000 mm.
RESTRAINTS
Node 5110 +Z
Mu = .30
Node 5110 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 5110 To 5120 DY= 2,000.000 mm.
RESTRAINTS
Node 5120 +Z
Mu = .30
----------------------------------------------------------------------------From 5120 To 5130 DY= 2,000.000 mm.
RESTRAINTS
Node 5130 +Z
Mu = .30
Node 5130 Guide
Gap= 5.000 mm.
----------------------------------------------------------------------------From 5130 To 5140 DY= 2,000.000 mm.
RESTRAINTS
Node 5140 +Z
Mu = .30
----------------------------------------------------------------------------From 5040 To 1000 DZ= 400.000 mm.
SIF's & TEE's
Node 5040
Welding Tee
1
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:14
Job:: 311SH01-1
Table of Contents
LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS................................................................................... 2
Stress Summary (Legacy) : Multiple ........................................................................................................................ 3
2
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:14
Job:: 311SH01-1
LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS
1 (HYD) WW+HP
2 (OPE) W+T1+P1
3 (Alt-SUS) W+P1
4 (OPE) W+T2+P1
5 (Alt-SUS) W+P1
6 (OPE) W+T3+P1
7 (Alt-SUS) W+P1
8 (OPE) W+T3+P1+U1
9 (OPE) W+T3+P1-U1
10 (OPE) W+T3+P1+U2
11 (OPE) W+T3+P1-U2
12 (SUS) W+P1
13 (SUS) WNC
14 (OCC) L14=L8-L6
15 (OCC) L15=L9-L6
16 (OCC) L16=L10-L6
17 (OCC) L17=L11-L6
18 (OCC) L18=L14+L12
19 (OCC) L19=L15+L12
20 (OCC) L20=L16+L12
21 (OCC) L21=L17+L12
22 (EXP) L22=L2-L12
23 (EXP) L23=L4-L12
24 (EXP) L24=L6-L12
25 (EXP) L25=L22-L23
26 (EXP) L26=L22-L24
27 (EXP) L27=L25-L26
3
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:14
Job:: 311SH01-1
STRESS SUMMARY (LEGACY) REPORT: Highest Stresses Mini Statement
Various Load Cases
LOAD CASE DEFINITION KEY
CASE 1 (HYD) WW+HP
CASE 12 (SUS) W+P1
CASE 13 (SUS) WNC
CASE 18 (OCC) L18=L14+L12
CASE 19 (OCC) L19=L15+L12
CASE 20 (OCC) L20=L16+L12
CASE 21 (OCC) L21=L17+L12
CASE 22 (EXP) L22=L2-L12
CASE 23 (EXP) L23=L4-L12
CASE 24 (EXP) L24=L6-L12
CASE 25 (EXP) L25=L22-L23
CASE 26 (EXP) L26=L22-L24
CASE 27 (EXP) L27=L25-L26
Note: This report indicates generic stresses summary. Currently, CAESAR II does not
have summary for code-defined stresses.
Piping Code: B31.3
= B31.3 -2016, Jan 31, 2017
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
: LOADCASE 12 (SUS) W+P1
) LOADCASE 12 (SUS) W+P1
83.2
@Node
1230
82429.7
Allowable Stress:
52386.8
@Node
3270
69510.6
@Node
1230
1774.9
@Node
2430
107692.3
@Node
3020
116773.6
@Node
3020
99064.1
: LOADCASE 13 (SUS) WNC
) LOADCASE 13 (SUS) WNC
70.3
@Node
1230
69676.9
Allowable Stress:
4249.8
@Node
3000
69456.2
@Node
1230
1772.8
@Node
2430
0.0
@Node
1003
69676.9
@Node
1230
99064.1
: LOADCASE 18 (OCC) L18=L14+L12
) LOADCASE 18 (OCC) L18=L14+L12
62.6
@Node
1230
82429.7
Allowable Stress:
52386.8
@Node
3270
69510.6
@Node
1230
1774.9
@Node
2430
107692.3
@Node
3020
116773.6
@Node
3020
: LOADCASE 19 (OCC) L19=L15+L12
) LOADCASE 19 (OCC) L19=L15+L12
131755.2
4
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:14
Job:: 311SH01-1
STRESS SUMMARY (LEGACY) REPORT: Highest Stresses Mini Statement
Various Load Cases
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
62.6
82429.7
52386.8
69510.6
1774.9
107692.3
116773.6
@Node
1230
Allowable Stress:
@Node
3270
@Node
1230
@Node
2430
@Node
3020
@Node
3020
131755.2
: LOADCASE 20 (OCC) L20=L16+L12
) LOADCASE 20 (OCC) L20=L16+L12
62.6
@Node
1230
82429.7
Allowable Stress:
52386.8
@Node
3270
69510.6
@Node
1230
1774.9
@Node
2430
107692.3
@Node
3020
116773.6
@Node
3020
131755.2
: LOADCASE 21 (OCC) L21=L17+L12
) LOADCASE 21 (OCC) L21=L17+L12
62.6
@Node
1230
82429.7
Allowable Stress:
52386.8
@Node
3270
69510.6
@Node
1230
1774.9
@Node
2430
107692.3
@Node
3020
116773.6
@Node
3020
131755.2
: LOADCASE 22 (EXP) L22=L2-L12
) LOADCASE 22 (EXP) L22=L2-L12
84.7
@Node
2029
209649.3
Allowable Stress:
3967.9
@Node
2029
205398.9
@Node
2029
33031.6
@Node
1003
0.0
@Node
1003
209649.3
@Node
2029
247583.0
: LOADCASE 23 (EXP) L23=L4-L12
) LOADCASE 23 (EXP) L23=L4-L12
84.7
@Node
2029
209649.3
Allowable Stress:
3967.9
@Node
2029
205398.9
@Node
2029
33031.6
@Node
1003
0.0
@Node
1003
209649.3
@Node
2029
247583.0
: LOADCASE 24 (EXP) L24=L6-L12
) LOADCASE 24 (EXP) L24=L6-L12
96.9
@Node
2029
238063.6
Allowable Stress:
4532.3
@Node
2029
245721.6
5
CAESAR II 2019 Ver.11.00.00.4800, (Build 190424) Date: AUG 17, 2024 Time: 22:14
Job:: 311SH01-1
STRESS SUMMARY (LEGACY) REPORT: Highest Stresses Mini Statement
Various Load Cases
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
CODE STRESS CHECK PASSED
Highest Stresses: (KPa
Ratio (%):
Code Stress:
Axial Stress:
Bending Stress:
Torsion Stress:
Hoop Stress:
Max Stress Intensity:
233198.1
35317.3
0.0
238063.6
@Node
@Node
@Node
@Node
2029
1003
1003
2029
: LOADCASE 25 (EXP) L25=L22-L23
) LOADCASE 25 (EXP) L25=L22-L23
0.0
@Node
1003
0.0
Allowable Stress:
0.0
@Node
1003
0.0
@Node
1003
0.0
@Node
1003
0.0
@Node
1003
0.0
@Node
1003
220896.1
: LOADCASE 26 (EXP) L26=L22-L24
) LOADCASE 26 (EXP) L26=L22-L24
12.5
@Node
2029
28419.8
Allowable Stress:
564.4
@Node
2029
27803.8
@Node
2029
3366.7
@Node
2018
0.0
@Node
1003
28419.8
@Node
2029
227488.3
: LOADCASE 27 (EXP) L27=L25-L26
) LOADCASE 27 (EXP) L27=L25-L26
12.5
@Node
2029
28419.8
Allowable Stress:
564.4
@Node
2029
27803.8
@Node
2029
3366.7
@Node
2018
0.0
@Node
1003
28419.8
@Node
2029
227488.3
NOZZLE ACCEPTANCE BASED ON SPECIFICATION
311D02
CII
SQRT(FX,FY) FZ
SQRT(FX,FY) SQRT(MX,MY) MZ
SQRT(MX,MY)
Node (2000)
Nozzle Size P (N)
VL (N)
VC (N)
ML (Nm)
MC (Nm) MT (Nm)
-1152
-1152
864
160
123
184
2(OPE)
1462,41
-1528,00
1462,41
1098,91 -447,00
1098,91
1.5
12(SUS)
27,07
-118,00
27,07
14,87
9,00
14,87
13(SUS,WNC)
18,03
-126,00
18,03
21,10
6,00
21,10
SAFE
NOZZLE ACCEPTANCE BASED ON SPECIFICATION
311D10
CII
FX
FZ
FY
MY
MZ
MX
Node (800)
Nozzle Size P (N)
VL (N)
VC (N)
ML (Nm)
MC (Nm) MT (Nm)
-720
-720
540
62
48
72
2(OPE)
35,00
529,00
-473,00
-64,00
-38,00
-77,00
1
12(SUS)
2,00
-68,00
1,00
7,00
0,00
0,00
13(SUS,WNC)
2,00
-68,00
1,00
7,00
0,00
0,00
SAFE