Casing+Design

(1)

API CASING DESIGN

DESIGN PARAMETERS

CASING OD (inch):

8.625

BURST DESIGN FACTOR:

MUD WT (ppg):

10.2

COLLAPSE DESIGN FACTOR:

CASING DEPTH (feet):

11367

JOINT DESIGN FACTOR:

Fracture Pres (psi):

10900

BODY DESIGN FACTOR:

CASING DESIGN TABLE

SEC CAS WT BOT TOP LENGTH WT CUM WT

# # ppf ft ft ft lb lb 1

4

44 11367 10000

1,367

60148 60148 2

6

49 10000 9500

500

24500 84648 3

4

44 9500 8935

565

24860 109508 4

3

40 8935 895

8,040

321600 431108 5

4

44 895 0

895

39380 470488 6 7

TOTALS

11367

470488

CASING SELECTION TABLE

CAS API WT ID COST YP Sj

# GDE ppf in. $/FT 1000's 1000's 1

K55

24

8.097

21.34

55

345

2

L80

36

7.825

23.93

80

678

3

L80

40

7.725

22.45

80

776

4

L80

44

7.625

14.85

80

874

5

L80

49

7.511

28.12

80

983

6

P110

49

7.511

43.67

110 1055

SECTION 1 wt id $ yp si si 1 K55 24 8.097 21.34 55 345 2946 2 L80 36 7.825 23.93 80 678 6493 3 L80 40 7.725 22.45 80 776 7304 4 L80 44 7.625 14.85 80 874 8116 5 L80 49 7.511 28.12 80 983 9041 6 P110 49 7.511 43.67 110 1055 12432 SECTION 2 1 K55 24 8.097 21.34 55 345 2946 2 L80 36 7.825 23.93 80 678 6493

(2)

3 L80 40 7.725 22.45 80 776 7304 4 L80 44 7.625 14.85 80 874 8116 5 L80 49 7.511 28.12 80 983 9041 6 P110 49 7.511 43.67 110 1055 12432 SECTION 3 1 K55 24 8.097 21.34 55 345 2946 2 L80 36 7.825 23.93 80 678 6493 3 L80 40 7.725 22.45 80 776 7304 4 L80 44 7.625 14.85 80 874 8116 5 L80 49 7.511 28.12 80 983 9041 6 P110 49 7.511 43.67 110 1055 12432 SECTION 4 1 K55 24 8.097 21.34 55 345 2946 2 L80 36 7.825 23.93 80 678 6493 3 L80 40 7.725 22.45 80 776 7304 4 L80 44 7.625 14.85 80 874 8116 5 L80 49 7.511 28.12 80 983 9041 6 P110 49 7.511 43.67 110 1055 12432 SECTION 5 1 K55 24 8.097 21.34 55 345 2946 2 L80 36 7.825 23.93 80 678 6493 3 L80 40 7.725 22.45 80 776 7304 4 L80 44 7.625 14.85 80 874 8116 5 L80 49 7.511 28.12 80 983 9041 6 P110 49 7.511 43.67 110 1055 12432 SECTION 6 1 K55 24 8.097 21.34 55 345 2946 2 L80 36 7.825 23.93 80 678 6493 3 L80 40 7.725 22.45 80 776 7304 4 L80 44 7.625 14.85 80 874 8116 5 L80 49 7.511 28.12 80 983 9041 6 P110 49 7.511 43.67 110 1055 12432 SECTION 7 1 K55 24 8.097 21.34 55 345 2946 2 L80 36 7.825 23.93 80 678 6493 3 L80 40 7.725 22.45 80 776 7304 4 L80 44 7.625 14.85 80 874 8116 5 L80 49 7.511 28.12 80 983 9041 6 P110 49 7.511 43.67 110 1055 12432

(3)

LOADS AT A DEPTH

BURST DESIGN FACTOR:

1 6782

DEPTH OF INTEREST

COLLAPSE DESIGN FACTOR:

1.125

3594 BURST&COL'PSE;psi JOINT DESIGN FACTOR:

1.8

196 JOINT&BODY;1000 lb BODY DESIGN FACTOR:

1.5 DESIGN STATUS

**SECTION LOADS*D.F.**

Sca COST burst collapse joint body burst

psi $ 6948

20,300

ok ok ok ok 6023 10591

21,835

ok ok ok ok 6023 6747

8,390

ok ok ok ok 6023 5327

180,498

ok ok ok ok 6023 5633

13,291

ok ok ok ok 6023

fail fail fail

#######

sca sb t t/sb bix yp t d/t 1371 381 0 0.000 1.00 55000 0.264 32.67 4100 827 0 0.000 1.00 80000 0.400 21.56 5524 925 0 0.000 1.00 80000 0.450 19.17 6948 1021 0 0.000 1.00 80000 0.500 17.25 8572 1129 0 0.000 1.00 80000 0.557 15.48 10734 1553 0 0.000 1.00 110000 0.557 15.48 1334 381 60148 0.158 0.91 50277 0.264 32.67 4042 827 60148 0.073 0.96 76971 0.400 21.56

(4)

5421 925 60148 0.065 0.97 77303 0.450 19.17 6808 1021 60148 0.059 0.97 77565 0.500 17.25 8397 1129 60148 0.053 0.97 77806 0.557 15.48 10591 1553 60148 0.039 0.98 107823 0.557 15.48 1314 381 84648 0.222 0.88 48129 0.264 32.67 4016 827 84648 0.102 0.95 75669 0.400 21.56 5375 925 84648 0.092 0.95 76149 0.450 19.17 6747 1021 84648 0.083 0.96 76529 0.500 17.25 8322 1129 84648 0.075 0.96 76876 0.557 15.48 10530 1553 84648 0.055 0.97 106910 0.557 15.48 1291 381 109508 0.287 0.83 45814 0.264 32.67 3987 827 109508 0.132 0.93 74307 0.400 21.56 5327 925 109508 0.118 0.94 74946 0.450 19.17 6684 1021 109508 0.107 0.94 75451 0.500 17.25 8244 1129 109508 0.097 0.95 75910 0.557 15.48 10467 1553 109508 0.071 0.96 105968 0.557 15.48 405 381 431108 1.130 -0.03 -1914 0.264 32.67 3370 827 431108 0.521 0.66 52775 0.400 21.56 4469 925 431108 0.466 0.70 56297 0.450 19.17 5633 1021 431108 0.422 0.74 58993 0.500 17.25 7016 1129 431108 0.382 0.77 61384 0.557 15.48 9510 1553 431108 0.278 0.84 92321 0.557 15.48 -18 381 470488 1.234 -0.24 -13052 0.264 32.67 3253 827 470488 0.569 0.62 49590 0.400 21.56 4327 925 470488 0.509 0.67 53590 0.450 19.17 5470 1021 470488 0.461 0.71 56638 0.500 17.25 6834 1129 470488 0.417 0.74 59333 0.557 15.48 9373 1553 470488 0.303 0.82 90460 0.557 15.48 1371 381 0 0.000 1.00 55000 0.264 32.67 4100 827 0 0.000 1.00 80000 0.400 21.56 5524 925 0 0.000 1.00 80000 0.450 19.17 6948 1021 0 0.000 1.00 80000 0.500 17.25 8572 1129 0 0.000 1.00 80000 0.557 15.48 10734 1553 0 0.000 1.00 110000 0.557 15.48

(5)

**SECTION LOADS*D.F.**

201.74

collapse joint body 217.83

6776 108 90 204.24 5961 152 127 195.628 5663 197 164 172.08 5326 776 647 #VALUE! 534 847 706 #VALUE! a b c f g d/t)yp d/t)pt d/t)e py 2.99053 .054068 1206.20 1.98944 0.03597 14.81 25.01 37.21 3264 3.07075 .066720 1955.28 1.99754 0.04340 13.38 22.47 31.02 7076 3.07075 .066720 1955.28 1.99754 0.04340 13.38 22.47 31.02 7912 3.07075 .066720 1955.28 1.99754 0.04340 13.38 22.47 31.02 8738 3.07075 .066720 1955.28 1.99754 0.04340 13.38 22.47 31.02 9665 3.18069 .081903 2851.83 2.06581 0.05319 12.44 20.41 26.22 13290 2.97698 .051678 1064.17 2.00188 0.03475 15.22 25.60 38.74 2984 3.06037 .065187 1864.70 1.99270 0.04245 13.51 22.73 31.63 6808

(6)

3.06150 .065355 1874.61 1.99320 0.04255 13.50 22.70 31.56 7645 3.06239 .065488 1882.48 1.99360 0.04263 13.49 22.68 31.51 8472 3.06321 .065610 1889.67 1.99397 0.04271 13.48 22.66 31.46 9400 3.17238 .080801 2786.75 2.06019 0.05247 12.49 20.53 26.51 13027 2.97102 .050591 999.52 2.01020 0.03423 15.42 25.88 39.48 2856 3.05595 .064528 1825.75 1.99083 0.04204 13.57 22.85 31.91 6693 3.05758 .064771 1840.11 1.99151 0.04219 13.55 22.80 31.80 7531 3.05886 .064964 1851.47 1.99205 0.04231 13.53 22.77 31.72 8359 3.06004 .065139 1861.84 1.99256 0.04242 13.52 22.74 31.65 9288 3.16891 .080339 2759.45 2.05784 0.05217 12.52 20.58 26.63 12917 2.96472 .049419 929.75 2.02144 0.03370 15.67 26.19 40.33 2719 3.05137 .063839 1784.99 1.98903 0.04161 13.64 22.97 32.20 6573 3.05351 .064162 1804.12 1.98985 0.04181 13.61 22.91 32.06 7412 3.05521 .064418 1819.21 1.99053 0.04197 13.58 22.87 31.95 8241 3.05677 .064650 1832.95 1.99117 0.04211 13.56 22.83 31.85 9171 3.16533 .079862 2731.27 2.05543 0.05186 12.54 20.64 26.76 12803 2.87423 .025265 -525.03 -13.13951 -0.11550 4.43 38.57 76.18 -114 2.98408 .052942 1139.32 1.99440 0.03538 14.99 25.28 37.91 4668 2.99435 .054725 1245.18 1.98720 0.03632 14.71 24.85 36.81 5568 3.00242 .056089 1326.13 1.98389 0.03706 14.51 24.54 36.02 6443 3.00972 .057299 1397.85 1.98228 0.03774 14.35 24.27 35.35 7416 3.11454 .072956 2323.51 2.02234 0.04737 12.93 21.52 28.79 11154 2.86601 .019627 -870.69 -1.16243 -0.00796 11.97 42.72 97.68 -775 2.97506 .051330 1043.48 2.00434 0.03458 15.28 25.69 38.97 4386 2.98642 .053354 1163.81 1.99241 0.03560 14.92 25.18 37.65 5300 2.99536 .054897 1255.42 1.98668 0.03641 14.68 24.81 36.71 6186 3.00345 .056261 1336.31 1.98359 0.03716 14.49 24.50 35.92 7168 3.10778 .072014 2267.90 2.01819 0.04677 13.00 21.65 29.10 10929 2.99053 .054068 1206.20 1.98944 0.03597 14.81 25.01 37.21 3264 3.07075 .066720 1955.28 1.99754 0.04340 13.38 22.47 31.02 7076 3.07075 .066720 1955.28 1.99754 0.04340 13.38 22.47 31.02 7912 3.07075 .066720 1955.28 1.99754 0.04340 13.38 22.47 31.02 8738 3.07075 .066720 1955.28 1.99754 0.04340 13.38 22.47 31.02 9665 3.18069 .081903 2851.83 2.06581 0.05319 12.44 20.41 26.22 13290

(7)

pc pt pe 855 1371 1433 4100 3939 5150 5524 4865 7422 6948 5792 10307 8572 6848 14451 10734 8824 14451 919 1334 1433 4042 3846 5150

(8)

5421 4750 7422 6808 5658 10307 8397 6696 14451 10591 8688 14451 942 1314 1433 4016 3805 5150 5375 4700 7422 6747 5600 10307 8322 6632 14451 10530 8630 14451 964 1291 1433 3987 3762 5150 5327 4647 7422 6684 5540 10307 8244 6564 14451 10467 8571 14451 405 549 1433 3370 3014 5150 4469 3792 7422 5633 4598 10307 7016 5542 14451 9510 7684 14451 -18 361 1433 3253 2895 5150 4327 3663 7422 5470 4461 10307 6834 5396 14451 9373 7560 14451 855 1371 1433 4100 3939 5150 5524 4865 7422 6948 5792 10307 8572 6848 14451 10734 8824 14451