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Description

Caepipe

AQC FSH OUTLET HEADER Quality Assurance Block

Caepipe Version 7.50

Client

: SAGAR CEMENTS LIMITED

Project

: 1 X 6M/7MW WHRV

File Number

:

Report Number : Model Name

: AQC FSH OUTLET HEADER 22-09-2016 -trail

Title

: AQC FSH OUTLET HEADER

Analyzed

: Tue Oct 04 17:12:44 2016

Prepared by

: _________________________ NVD

Date:

Checked by

: _________________________ KK

Date:

Version 7.50

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Table of Contents Analysis options Layout Details Anchors Bends Branch SIFs Flanges Forces Hangers Limit stops Reducers Specified displacements Valves Coordinates Pipe materials Pipe sections Pipe loads Sorted stresses Code compliance Hanger report Flange report Support load summary Anchor at Node 10 Anchor at Node 640 Anchor at Node 930 Hanger at Node 60 Hanger at Node 150 Hanger at Node 280 Hanger at Node 350 Hanger at Node 470 Hanger at Node 520 Hanger at Node 580 Hanger at Node 600 Hanger at Node 755 Hanger at Node 910 Limit stop at node 120 (0.000,1.000,0.000) Limit stop at node 200 (0.000,1.000,0.000) Limit stop at node 200 (1.000,0.000,0.000) Limit stop at node 210 (0.000,1.000,0.000) Limit stop at node 240 (0.000,1.000,0.000) Limit stop at node 320 (0.000,1.000,0.000) Limit stop at node 330 (0.000,1.000,0.000) Limit stop at node 340 (0.000,1.000,0.000) Limit stop at node 385 (0.000,0.000,1.000) Limit stop at node 400 (0.000,1.000,0.000) Limit stop at node 400 (0.000,0.000,1.000) Limit stop at node 430 (0.000,1.000,0.000) Limit stop at node 490 (0.000,1.000,0.000) Limit stop at node 490 (0.000,0.000,1.000) Limit stop at node 540 (1.000,0.000,0.000) Limit stop at node 825 (0.000,1.000,0.000) Limit stop at node 880 (1.000,0.000,0.000) Limit stop at node 890 (1.000,0.000,0.000) Load case = Sustained (W+P) Loads on anchors Loads on hangers

1 1 3 3 3 4 4 4 4 4 5 5 5 6 9 9 9 10 12 17 17 17 17 17 17 18 18 18 18 19 19 19 19 20 20 20 20 21 21 21 21 21 22 22 22 22 23 23 23 23 24 24 24 24 24 25

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Table of Contents Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Sustained (W+P1) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Sustained (W+P2) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Sustained (W+P3) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Sustained (W+P4) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Sustained (W+P5) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Expansion (T1) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Expansion (T2)

30 34 35 37 37 37 38 38 42 43 47 47 50 50 50 50 51 55 55 60 60 63 63 63 63 64 68 68 73 73 75 75 76 76 76 81 81 85 86 88 88 88 89 89 93 94 98 98 101 101 101 101 102 106 106 111 111 114

Loads on anchors Loads on hangers Loads on limit stops Version 7.50

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Table of Contents Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Expansion (T3) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Expansion (T4) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Expansion (T5) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Operating (W+P1+T1) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Operating (W+P2+T2) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Operating (W+P3+T3) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates)

115 119 119 124 124 126 126 127 127 127 132 132 136 137 139 139 139 140 140 144 145 149 149 152 152 152 152 153 157 157 162 162 165 165 165 165 166 170 170 175 175 177 177 178 178 178 183 183 187 188 190 190 190 191 191 195 196 200

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Table of Contents Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Load case = Operating (W+P5+T5) Loads on anchors Loads on hangers Loads on limit stops Pipe forces (local coordinates) Other forces (local coordinates) Pipe forces (global coordinates) Other forces (global coordinates) Displacements Weight & Center of gravity Bill of materials

203 203 204 208 208 213 213 216 216 216 216 217 221 221 226 226 228 229

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Analysis Options Code

: Piping code = B31.1 (2014) Include axial force in stress calculations Do not use liberal allowable stresses

Temperature : Reference temperature = 21.11 (C) Number of thermal cycles = 7000 Number of thermal loads = 10 Solve thermal case Use modulus at reference temperature Pressure

: Pressure stress = PD / 4t Peak pressure factor = 1.00 Do not include Bourdon effect Do not use pressure correction for bends

Dynamics

: Cut off frequency = 33 Hz Number of modes = 20 Include missing mass correction Do not use friction in dynamic analysis

Misc.

: Include hanger stiffness Vertical direction = Y Layout (109)

# 1 2

Node Type DX (mm) DY (mm) DZ (mm) Matl Sect Load Title = AQC FSH OUTLET HEADER 10 From

3 4 5 6 7 8 9 10

20 30 40 50 60 70 80 80

Bend 533 Bend Location -1150 -625 -625 -572 Location

11 12 13 14 15 16

90 100 110 120 130 140

-478 Reducer -330 Valve -502 -250 -250 Valve -711

17 18 19 20 21

150 160 170 180 190

22 23 24

200 200 210

25 26 27 28 29

220 230 240 240 250

-3075

L1 L1

106 106 106 106

14 14 14 14

L1 L1 L1 L1

106 106 106 106 106 106

14 14 12 12 12 12

L1 L1 MSCL MSCL MSCL MSCL

106 12 106 12 106 12

MSCL MSCL MSCL

106 12

MSCL

1282

106 12

MSCL

5000

106 12

MSCL

Limit stop Limit stop Limit stop

2826 1820 354

106 12 106 12 106 12

MSCL MSCL MSCL

Limit stop

2903

106 12

MSCL

-681.71

-4025

Location

Location Bend

Anchor

106 14 106 14

-1207 -1900

Bend Bend Location Bend 2200

Data

Hanger

Limit stop

Hanger

30 31

260 270

Bend Bend

Version 7.50

-700

700 647

106 12 106 12

MSCL MSCL

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Layout (109) # 32

Node Type DX (mm) DY (mm) DZ (mm) Matl Sect Load 280 Location

33 34 35 36 37 38 39 40

290 300 310 320 330 340 340 350

Bend Location Bend

41 42 43 44 45 46

360 370 380 385 390 400

Bend Bend Bend

47 48 49 50 51 52

400 410 420 430 440 460

Location

53 54 55 56 57 58 59 60

450 470 480 490 490 500 510 520

Location

61 62 63 64 65 66

520 530 540 550 560 570

Location Bend -1263

67 68 69 70 71 72

580 590 600 610 620 630

73 74

640 640

75 76 77 78

50 650 660 670

-3250

Data Hanger

106 12

MSCL

-1600 -4750 -6300

106 106 106 106

12 12 12 12

MSCL MSCL MSCL MSCL

Limit stop Limit stop Limit stop

-3000

106 12

MSCL

Hanger

-900

106 106 106 106 106 106

MSCL MSCL MSCL MSCL MSCL MSCL

1373

Location

1550 -1214 -3516 -2950

Bend -700

12 12 12 12 12 12

Limit stop Limit stop Limit stop

12 12 12 12 12

MSCL MSCL MSCL MSCL MSCL

-2250

106 12 106 12 106 12

MSCL MSCL MSCL

-2707 -2442 -1101

106 12 106 12 106 12

MSCL MSCL MSCL

106 12 106 12 106 12

MSCL MSCL MSCL

1800

106 12

MSCL

1100 1300

12 12 12 12 12 10

MSCL MSCL MSCL MSCL MSCL MSCL

Hanger

-607 -150 -203 -285

106 106 106 106 106 106

-121

106 10

MSCL

Location

Flange Anchor

From

Unreinf tee

Valve Bend Bend

-543 -502 -700 -691

106 106 106 106 106

1550 1300 1100

Bend Location

-700 -1200

Bend Location

Bend

Reducer

Valve Valve

377.8 240 -267

106 6 106 6 106 10

L1 L1 L1

Limit stop

Hanger Limit stop Limit stop

Hanger

Limit stop

Hanger

79 80 81

680 690 700

Bend Location

Version 7.50

-381 381

106 10

MSCL

106 10

MSCL

Force

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Layout (109) # 82

Node Type 70 From

83 84 85 86 87 88 89 90

710 720 730 740 570 750 755 760

91 92 93 94 95 96

770 780 780 790 800 810

Valve

97 98 99 100 101 102

820 825 830 840 850 860

Bend

103 104 105 106 107 108 109

880 890 900 870 910 920 930

DX (mm) DY (mm) DZ (mm) Matl Sect Load 377.8 403 200 444

Valve Valve From Bend

106 106 106 106

6 6 6 6

Data Unreinf tee

L1 L1 L1 L1 Welding tee

1000 -479 -100

106 6W 106 6W 106 6W

MSCL MSCL MSCL

-403 -50

106 6W 106 6W

MSCL WVOFF

-150 -444 -574

106 6W 106 6W 106 6W

WVOFF WVOFF WVOFF

-1000

106 6W 106 6W 106 6W

WVOFF WVOFF Limit stop WVOFF

1250 1200

106 6W 106 6W

WVOFF WVOFF

106 6W 106 6W 106 6W

WVOFF Limit stop WVOFF Limit stop WVOFF

106 6W 106 6W 106 6W

WVOFF Hanger WVOFF WVOFF Anchor

Hanger

Location Valve Bend

-1300 -600

Bend Location Bend

1000 5000 700

Bend Location

935 1115

Bend 2650

Anchors (3)

Node Tag KX/kx KY/ky KZ/kz KXX/kxx KYY/kyy KZZ/kzz Releases (kg/mm) (kg/mm) (kg/mm) (kg-m/deg) (kg-m/deg) (kg-m/deg) X Y Z XX YY ZZ Ancho 10 640 930

Rigid Rigid Rigid

Rigid Rigid Rigid

Rigid Rigid Rigid

Rigid Rigid Rigid

Rigid Rigid Rigid

Rigid Rigid Rigid

Bends (28) Bend Node 20 30 160 170 190 250 260

Radius (mm) 533.4 533.4 457.2 457.2 457.2 457.2 457.2

Rad. Thk Bend Flex. SIF Int. Angle Int. Angle Type (mm) Matl Fact. Node (deg) Node (deg) Long Long 40 45 Long Long 180 45 Long Long Long

270 290 310

457.2 457.2 457.2

Long Long Long

280 300

45 45

GCS GCS GCS

360 370 380

457.2 457.2 457.2

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Bends (28) Bend Radius Rad. Thk Bend Flex. SIF Int. Angle Int. Angle Node (mm) Type (mm) Matl Fact. Node (deg) Node (deg) 390 457.2 Long 440 460 480 530 550 590 680 750

457.2 457.2 457.2 457.2 457.2 457.2 381 228.6

Long Long Long Long Long Long Long Long

810 820 830 860 900 920

228.6 228.6 228.6 228.6 228.6 228.6

Long Long Long Long Long Long

450

45

560

45

690

45

840 870

45 45

Branch SIFs (3) Node 50 70 570

Type Unreinforced fabricated tee Unreinforced fabricated tee Welding tee Flanges (1)

Node Type 640

Weight Gasket Dia Allow Pres (kg) (mm) (kg/cm2) Weld neck 49.895 Forces (1)

Node FX (kg) 700

FY (kg) -811

FZ (kg)

MX (kg-m)

MY (kg-m)

MZ (kg-m)

Added to T5

Hangers (10) Node Tag Type 60 150 280

No of Spring Supports 1 Spring Supports 1 Spring Supports 1

Load Short Spring rate Load Load CNode var% range (kg/mm) (kg) Type 25 25 25

350 470 520 580 600 755

Spring Spring Spring Spring Spring Spring

1 1 1 2 1 1

25 25 25 25 25 25

910

Spring Supports 1

25

Supports Supports Supports Supports Supports Supports

Limit stops (18) Node Tag Lower Lmt Upper Lmt Direction Friction Stiffness CNode (mm) (mm) X comp Y comp Z comp Coeff. (kg/mm) 120 200

0.000 0.000

None None

1.000 1.000

0.300 0.300

Rigid Rigid

200 210 240

-5.000 0.000 0.000

Version 7.50

5.000 None None

1.000 1.000 1.000

0.300 0.300

Rigid Rigid Rigid

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Limit stops (18) Node Tag Lower Lmt Upper Lmt Direction Friction Stiffness CNode (mm) (mm) X comp Y comp Z comp Coeff. (kg/mm) 320 330

0.000 0.000

None None

1.000 1.000

0.300 0.300

Rigid Rigid

340 385 400 400 430 490 490 540

0.000 1.000 0.000 -5.000 0.000 0.000 -5.000 -3.000

None 1.000 None 5.000 None None 5.000 None

1.000

0.300 0.300 0.300 0.300

Rigid Rigid Rigid Rigid Rigid Rigid Rigid Rigid

825 880 890

0.000 -5.000 0.000

None 5.000 0.000

1.000 1.000 1.000 1.000 1.000

0.300 1.000

1.000 1.000

0.300

1.000 1.000

Rigid Rigid Rigid

Reducers (2) From To

OD1 (mm)

90 610

355.6 11.1 323.85 10.312 323.85 10.312 273.05 9.271

100 620

Thk1 (mm)

OD2 (mm)

Thk2 (mm)

Cone angle (deg)

Specified Displacements (2) Node Type Load X/x (mm) 10 Anchor T1 13.697 T2 T3 13.697 T4 T5 T6 T7 T8 T9 T10 Seis 640 Anchor T1 -2.94 T2 T3 -2.94 T4 -2.94 T5 -2.94 T6 T7 T8 T9 T10 Seis

Y/y (mm) Z/z (mm) XX/xx (deg) YY/yy (deg) ZZ/zz (deg) Disp. in -5.575 -31.616 0.0447 0.0283 0.1012 GCS GCS -5.575 -31.616 0.0447 0.0283 0.1012 GCS GCS GCS GCS GCS GCS GCS GCS GCS 7.41 8 GCS GCS 7.41 8 GCS 7.41 8 GCS 7.41 8 GCS GCS GCS GCS GCS GCS GCS Valves (9)

From To

Weight Length Thick Insul Add.Wgt Offsets of Add.Wgt (kg) (mm) X Wgt X (kg) DX (mm) DY (mm) DZ (mm)

100 130 410

677 518 810

110 140 420

502 711 502

3.00 3.00 3.00

1.75 1.75 1.75

650 660 710

660 670 720

80 84 165

Version 7.50

240 267 403

3.00 3.00 3.00

1.75 1.75 1.75

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AQC FSH OUTLET HEADER Valves (9)

From To

Weight Length Thick Insul Add.Wgt Offsets of Add.Wgt (kg) (mm) X Wgt X (kg) DX (mm) DY (mm) DZ (mm)

730 760

740 770

700 165

444 403

3.00 3.00

1.75 1.75

790

800

251

444

3.00

1.75 Coordinates (152)

Node 10 20A 20 20B

X (mm) 0 0 533 533

Y (mm) 0 0 0 -520.366

Z (mm) 0 0 0 -115.362

30A 30 30B 40 50 60

533 533 -0.399976 376.771 -617 -1242

-2554.24 -3075 -3075 -2922.47 -3075 -3075

-566.261 -681.71 -681.71 -647.896 -681.71 -681.71

70 80 90 100 110 120

-1867 -2439 -2917 -3247 -3749 -3999

-3075 -3075 -3075 -3075 -3075 -3075

-681.71 -681.71 -681.71 -681.71 -681.71 ...