CAESAR II Ver.5.10.02, (Build 080512) Date: NOV 5, 2008 Time: 13:5 Job: R:\PROJ3\A943\PIPING\PIPING MECHANICAL\PIPE STRE...\S7-002_S Licensed To: KELLOGG BROWN & ROOT LLC -- ID #23584 FLANGE PEQ REPORT: Flange (Equiv Pressure Method) CASE 51 (OPE) L51=L50+L31 NODE Axial Bending G/C in. P Rating Allowable Ratio Force N. Moment Equivalent Temperature Pressure % N.m. bars C /Stress 10 6355 15235 9.91 49.87 190.00 132.16 37.73 20 50 60 5078 9347 12.04 17.32 190.00 44.14 39.25 180 190 3969 5726 12.04 10.73 190.00 44.14 24.31 200 4163 6365 12.04 11.89 190.00 43.30 27.47 210 1005 1010 4682 6349 15.50 5.68 190.00 43.30 13.13 1040 1050 6224 2352 15.50 2.47 190.00 43.30 5.72 2020 2030 5751 3917 7.82 27.36 190.00 44.14 62.00 2040 4764 4591 7.82 31.44 190.00 44.14 71.22 2050 2080 2090 4267 7716 5.54 143.79 190.00 44.14 325.77 * 2510 3451 7790 7.82 51.84 190.00 14.33 361.81 * 2520 3020 3030 3058 2551 7.82 17.60 190.00 44.14 39.87 3040 2716 3139 7.82 21.32 190.00 44.14 48.29 3050 3080 3090 3330 5556 5.54 103.69 190.00 44.14 234.92 * 3510 3520 2401 5990 7.82 39.78 190.00 14.33 277.65 * 1250 1260 2344 4474 12.04 8.28 100.00 50.70 16.33 1280 1290 2271 7484 12.04 13.63 100.00 50.70 26.87 1300 1536 10092 12.04 18.17 100.00 50.70 35.83 1310 1330 1340 1497 10753 12.04 19.34 100.00 50.70 38.14 1350 1583 10301 12.04 18.54 100.00 50.70 36.57 1360 1370 1380 1663 6873 12.04 12.46 100.00 50.70 24.57 6090 6100 5377 6896 17.71 4.20 100.00 50.70 8.28 6110 5320 17427 17.71 10.09 100.00 50.70 19.89 6120 6130 6140 5145 12009 17.71 7.04 100.00 50.70 13.89 6150 3057 7643 17.71 4.47 100.00 50.70 8.82 6160 6180 6190 7941 10909 17.71 6.60 100.00 50.70 13.03 6200 8569 9782 17.71 6.01 100.00 50.70 11.86 6210 6290 6300 4015 5521 15.50 4.94 100.00 50.70 9.74 6310 3207 6161 15.50 5.41 100.00 50.70 10.66 6320 6335 6340 2639 5911 12.04 10.88 100.00 50.70 21.45 6350 2361 7176 12.04 13.09 100.00 50.70 25.82 6360 6365 6380 2298 8510 12.04 15.46 100.00 50.70 30.48 6390 2281 12230 12.04 22.07 100.00 50.70 43.53 6400 6420 6430 2209 10529 12.04 19.04 100.00 50.70 37.54 6440 6450 1901 4662 12.04 8.55 200.00 43.89 19.49 7020 7030 12637 17864 22.13 5.63 100.00 50.70 11.10 7510 7520 967 1802 9.91 5.94 100.00 50.70 11.72 7530 664 1225 9.91 4.04 100.00 50.70 7.97 7540 7725 7730 1463 1062 9.91 3.68 100.00 46.68 7.89 7735 1615 1743 9.91 5.88 100.00 46.68 12.60 7740 7750 7755 1653 2356 5.54 44.13 100.00 46.68 94.55 7760 1797 2330 5.54 43.75 100.00 46.68 93.73 7765 7775 7780 1834 1781 9.91 6.05 100.00 46.68 12.96 7785 1987 937 9.91 3.39 100.00 46.68 7.26 7790 7825 7830 2642 2380 7.82 16.35 100.00 46.68 35.04 7835 2517 2388 7.82 16.36 100.00 46.68 35.06 7840 7860 7870 1395 7224 9.91 23.32 100.00 46.68 49.96 8050 8060 1729 6673 12.04 12.11 100.00 50.70 23.88 8080 8090 1656 7313 12.04 13.24 100.00 50.70 26.11 8100 922 5060 12.04 9.13 100.00 50.70 18.01 8110 8130 8140 857 4111 12.04 7.43 100.00 50.70 14.66 8150 783 3723 12.04 6.73 100.00 50.70 13.27 8160 8170 8180 862 2034 12.04 3.74 100.00 50.70 7.37 8680 8690 5951 11265 15.50 9.89 190.00 43.30 22.84 8730 8740 5078 7033 15.50 6.29 190.00 43.30 14.52 9050 9060 8207 13005 9.91 43.13 190.00 43.30 99.61 9070 8944 17222 9.91 56.73 190.00 88.02 64.44 9080 9120 9130 5029 2439 7.82 17.51 190.00 88.02 19.89 9140 4708 1774 7.82 13.08 190.00 43.30 30.20 9150 9380 9390 11092 11997 9.91 40.49 190.00 43.30 93.52 9400 11827 14148 9.91 47.50 190.00 88.02 53.96 9410 9460 9470 4173 11018 9.91 35.98 190.00 88.02 40.88 9480 4907 7177 9.91 23.88 190.00 88.02 27.13 9490 9750 9760 551 1392 9.91 4.55 100.00 50.70 8.98 9770 904 1509 9.91 4.99 100.00 50.70 9.85 9780 9840 9850 1095 2041 9.91 6.73 100.00 50.70 13.27 9860 1449 1837 9.91 6.15 100.00 50.70 12.13 9870 CAESAR II Ver.5.10.02, (Build 080512) Date: NOV 5, 2008 Time: 13:5 Job: R:\PROJ3\A943\PIPING\PIPING MECHANICAL\PIPE STRE...\S7-002_S Licensed To: KELLOGG BROWN & ROOT LLC -- ID #23584 LISTING OF STATIC LOAD CASES FOR THIS ANALYSIS 1 (HGR) CASE NOT ACTIVE 2 (HGR) CASE NOT ACTIVE 3 (HYD) WW+HP+H 4 (SUS) W+P1+H 5 (OPE) W+D7+T1+P1+H 6 (OPE) W+D8+T2+P1+H 7 (OPE) W+D9+T3+P1+H 8 (OPE) W+D7+T1+P1+H+U1 9 (OPE) W+D7+T1+P1+H+U2 10 (OPE) W+D7+T1+P1+H+U3 11 (OPE) W+D7+T1+P1+H+WIN1 12 (EXP) D1 13 (EXP) D2 14 (EXP) D3 15 (EXP) D4 16 (EXP) D5 17 (EXP) D6 18 (OCC) L18=L8-L5 19 (OCC) L19=L9-L5 20 (OCC) L20=L10-L5 21 (OCC) L21=L18+L19+L20 22 (OCC) L22=L18+L19-L20 23 (OCC) L23=L18-L19+L20 24 (OCC) L24=L18-L19-L20 25 (OCC) L25=-L18+L19+L20 26 (OCC) L26=-L18+L19-L20 27 (OCC) L27=-L18-L19+L20 28 (OCC) L28=-L18-L19-L20 29 (OCC) L29=L18+L19+L20 30 (OCC) L30=2L29 31 (OCC) L31=L11-L5 32 (EXP) L32=L13-L12 33 (EXP) L33=L15-L14+L17-L16 34 (OPE) L34=L6+L12+L14+L16+L21 35 (OPE) L35=L6+L12+L14+L16+L22 36 (OPE) L36=L6+L12+L14+L16+L23 37 (OPE) L37=L6+L12+L14+L16+L24 38 (OPE) L38=L6+L12+L14+L16+L25 39 (OPE) L39=L6+L12+L14+L16+L26 40 (OPE) L40=L6+L12+L14+L16+L27 41 (OPE) L41=L6+L12+L14+L16+L28 42 (OPE) L42=L6+L13+L15+L17+L21 43 (OPE) L43=L6+L13+L15+L17+L22 44 (OPE) L44=L6+L13+L15+L17+L23 45 (OPE) L45=L6+L13+L15+L17+L24 46 (OPE) L46=L6+L13+L15+L17+L25 47 (OPE) L47=L6+L13+L15+L17+L26 48 (OPE) L48=L6+L13+L15+L17+L27 49 (OPE) L49=L6+L13+L15+L17+L28 50 (OPE) L50=L34,L36,L37,L38,L39,L40,L41,L42,L43,L44,L45,L46,L47,L48,L49 51 (OPE) L51=L50+L31 52 (SUS) L52=L4 53 (SUS) L53=L4+L29 54 (OCC) L54=L4+L29+L31 55 (EXP) L55=L6-L4 56 (EXP) L56=L7-L4 57 (EXP) L57=L6-L7 58 (FAT) L58=L57+L30+L32+L33 59 (FAT) L59=L57+0.075L30+L32+0.075L33 60 (FAT) L60=L30+L33 TABLE OF CONTENTS -- STATIC OUTPUT -PAGE- ---REPORT / LOAD CASE--- 1 Flange Peq 51 (OPE) L51=L50+L31