Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Pressure * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== $ $**************************************** begin $ &default -use @ -nuse #dead -poi 0. &describe body frame $ $**************************************** nodes $ *a1 0 00 60 *a2 0 100 60 *b1 0 00 -100 *b2 0 100 -100 *c1 0 0 -260 $ $**************************************** classes $ ~tube tube 120 .5 -len 20 ~tube tube 60 .5 ~tube tube 120 .5 -len 20 ~t tube 120 .5 $ $**************************************** beams $ beam tube_1 ~tube *a1 *a2 beam tube_2 ~tube *b1 *b2 beam ~t *b1 *a1 beam ~t *b1 *c1 $ $**************************************** restraint $ ~rest fix rest ~rest *a1 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Pressure * * Code is api * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- T|000003 *B1 *A1 ~T NO_PRES 0.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 0.00 160.00 -8.43 29.69 -5.33 0.00 475.24 Sec. 3.3.4 TWO 0.00 160.00 -8.43 29.69 -5.33 0.00 475.24 Sec. 3.3.4 NO_PRES 50.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 50.00 160.00 -8.43 29.69 -2.67 0.00 119.47 Sec. 3.3.4 TWO 50.00 160.00 -8.43 29.69 -2.67 0.00 119.47 Sec. 3.3.4 NO_PRES 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 TWO 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 T|000004 *B1 *C1 ~T NO_PRES 0.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 0.00 160.00 -6.96 0.00 -5.33 0.00 474.54 Sec. 3.3.4 TWO 0.00 160.00 -6.96 0.00 -5.33 0.00 474.54 Sec. 3.3.4 NO_PRES 50.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 50.00 160.00 -6.96 0.00 -9.60 0.00 1537.13 Sec. 3.3.4 TWO 50.00 160.00 -6.96 0.00 -9.60 0.00 1537.13 Sec. 3.3.4 NO_PRES 100.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 100.00 160.00 -6.96 0.00 -13.86 0.00 3206.90 Sec. 3.3.4 TWO 100.00 160.00 -6.96 0.00 -13.86 0.00 3206.90 Sec. 3.3.4 TUBE_1 *A1 *A2 ~TUBE NO_PRES 0.00 100.00 2.63 0.00 0.00 0.00 0.00 ONE 0.00 100.00 2.63 0.00 5.33 0.00 14.27 Eq. 3.3.3-1 TWO 0.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 10.00 100.00 2.63 0.00 0.00 0.00 0.00 ONE 10.00 100.00 2.63 0.00 5.33 0.00 14.27 Eq. 3.3.3-1 TWO 10.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 20.00 100.00 0.65 0.00 0.00 0.00 0.00 ONE 20.00 100.00 0.65 0.00 5.33 0.00 14.27 Eq. 3.3.3-1 TWO 20.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 20.00 100.00 1.30 0.00 0.00 0.00 0.00 ONE 20.00 100.00 1.30 0.00 2.67 0.00 3.01 Eq. 3.3.3-1 TWO 20.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 50.00 100.00 1.30 0.00 0.00 0.00 0.00 ONE 50.00 100.00 1.30 0.00 2.67 0.00 3.01 Eq. 3.3.3-1 TWO 50.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 80.00 100.00 5.29 0.00 0.00 0.00 0.00 ONE 80.00 100.00 5.29 0.00 2.67 0.00 3.02 Eq. 3.3.3-1 TWO 80.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 80.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 80.00 100.00 2.64 0.00 5.33 0.00 14.27 Eq. 3.3.3-1 TWO 80.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 90.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 90.00 100.00 2.64 0.00 5.33 0.00 14.27 Eq. 3.3.3-1 TWO 90.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 100.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 100.00 100.00 2.64 0.00 5.33 0.00 14.27 Eq. 3.3.3-1 TWO 100.00 100.00 0.00 0.00 0.00 0.00 0.00 TUBE_2 *B1 *B2 ~TUBE NO_PRES 0.00 100.00 -2.68 29.69 0.00 2.94 0.00 ONE 0.00 100.00 -2.68 29.69 -5.60 2.94 225.00 Sec. 3.3.4 TWO 0.00 100.00 -0.04 29.69 -0.26 2.94 1.55 Eq. 3.3.3-1 NO_PRES 10.00 100.00 -2.68 24.29 0.00 2.41 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Pressure * * Code is api * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE_2 *B1 *B2 ~TUBE ONE 10.00 100.00 -2.68 24.29 -5.60 2.41 224.88 Sec. 3.3.4 TWO 10.00 100.00 -0.04 24.29 -0.26 2.41 1.33 Eq. 3.3.3-1 NO_PRES 20.00 100.00 -0.67 19.97 0.00 1.87 0.00 ONE 20.00 100.00 -0.67 19.97 -5.60 1.87 224.73 Sec. 3.3.4 TWO 20.00 100.00 -0.02 19.97 -0.26 1.87 1.17 Eq. 3.3.3-1 NO_PRES 20.00 100.00 -1.34 80.90 0.00 3.76 0.00 ONE 20.00 100.00 -1.34 80.90 -2.80 3.76 10.92 Sec. 3.3.4 TWO 20.00 100.00 -0.04 80.90 -0.13 3.76 3.75 Eq. 3.3.3-1 NO_PRES 50.00 100.00 -1.34 39.90 0.00 2.96 0.00 ONE 50.00 100.00 -1.34 39.90 -2.80 2.96 10.45 Sec. 3.3.4 TWO 50.00 100.00 -0.04 39.90 -0.13 2.96 1.85 Eq. 3.3.3-1 NO_PRES 80.00 100.00 -5.38 8.75 0.00 2.15 0.00 ONE 80.00 100.00 -5.38 8.75 -2.80 2.15 10.13 Sec. 3.3.4 TWO 80.00 100.00 -0.09 8.75 -0.13 2.15 0.43 Eq. 3.3.3-1 NO_PRES 80.00 100.00 -2.68 2.16 0.00 1.07 0.00 ONE 80.00 100.00 -2.68 2.16 -5.60 1.07 224.37 Sec. 3.3.4 TWO 80.00 100.00 -0.04 2.16 -0.26 1.07 0.71 Eq. 3.3.3-1 NO_PRES 90.00 100.00 -2.68 0.54 0.00 0.54 0.00 ONE 90.00 100.00 -2.68 0.54 -5.60 0.54 224.33 Sec. 3.3.4 TWO 90.00 100.00 -0.04 0.54 -0.26 0.54 0.71 Eq. 3.3.3-1 NO_PRES 100.00 100.00 -2.68 0.00 0.00 0.00 0.00 ONE 100.00 100.00 -2.68 0.00 -5.60 0.00 224.32 Sec. 3.3.4 TWO 100.00 100.00 -0.04 0.00 -0.26 0.00 0.71 Sec. 3.2.5 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Pressure * * Code is nor * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ NORSOK Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- T|000003 *B1 *A1 ~T NO_PRES 0.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 0.00 160.00 -8.43 29.69 -5.33 0.00 15.79 Eq. 6.15 TWO 0.00 160.00 -8.43 29.69 -5.33 0.00 15.79 Eq. 6.15 NO_PRES 50.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 50.00 160.00 -8.43 29.69 -2.67 0.00 7.90 Eq. 6.15 TWO 50.00 160.00 -8.43 29.69 -2.67 0.00 7.90 Eq. 6.15 NO_PRES 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 TWO 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 T|000004 *B1 *C1 ~T NO_PRES 0.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 0.00 160.00 -6.96 0.00 -5.33 0.00 15.79 Eq. 6.15 TWO 0.00 160.00 -6.96 0.00 -5.33 0.00 15.79 Eq. 6.15 NO_PRES 50.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 50.00 160.00 -6.96 0.00 -9.60 0.00 28.42 Eq. 6.15 TWO 50.00 160.00 -6.96 0.00 -9.60 0.00 28.42 Eq. 6.15 NO_PRES 100.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 100.00 160.00 -6.96 0.00 -13.86 0.00 41.06 Eq. 6.15 TWO 100.00 160.00 -6.96 0.00 -13.86 0.00 41.06 Eq. 6.15 TUBE_1 *A1 *A2 ~TUBE NO_PRES 0.00 100.00 2.63 0.00 0.00 0.00 0.00 ONE 0.00 100.00 2.63 0.00 5.33 0.00 10.34 Eq. 6.15 TWO 0.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 10.00 100.00 2.63 0.00 0.00 0.00 0.00 ONE 10.00 100.00 2.63 0.00 5.33 0.00 10.34 Eq. 6.15 TWO 10.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 20.00 100.00 0.65 0.00 0.00 0.00 0.00 ONE 20.00 100.00 0.65 0.00 5.33 0.00 10.34 Eq. 6.15 TWO 20.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 20.00 100.00 1.30 0.00 0.00 0.00 0.00 ONE 20.00 100.00 1.30 0.00 2.67 0.00 2.18 Eq. 6.15 TWO 20.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 50.00 100.00 1.30 0.00 0.00 0.00 0.00 ONE 50.00 100.00 1.30 0.00 2.67 0.00 2.18 Eq. 6.15 TWO 50.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 80.00 100.00 5.29 0.00 0.00 0.00 0.00 ONE 80.00 100.00 5.29 0.00 2.67 0.00 2.18 Eq. 6.15 TWO 80.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 80.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 80.00 100.00 2.64 0.00 5.33 0.00 10.34 Eq. 6.15 TWO 80.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 90.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 90.00 100.00 2.64 0.00 5.33 0.00 10.34 Eq. 6.15 TWO 90.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 100.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 100.00 100.00 2.64 0.00 5.33 0.00 10.34 Eq. 6.15 TWO 100.00 100.00 0.00 0.00 0.00 0.00 0.00 TUBE_2 *B1 *B2 ~TUBE NO_PRES 0.00 100.00 -2.68 29.69 0.00 2.94 0.00 ONE 0.00 100.00 -2.68 29.69 -5.60 2.94 10.86 Eq. 6.15 TWO 0.00 100.00 -0.04 29.69 -0.26 2.94 1.20 Eq. 6.50 NO_PRES 10.00 100.00 -2.68 24.29 0.00 2.41 0.00 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Pressure * * Code is nor * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ NORSOK Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE_2 *B1 *B2 ~TUBE ONE 10.00 100.00 -2.68 24.29 -5.60 2.41 10.86 Eq. 6.15 TWO 10.00 100.00 -0.04 24.29 -0.26 2.41 0.98 Eq. 6.50 NO_PRES 20.00 100.00 -0.67 19.97 0.00 1.87 0.00 ONE 20.00 100.00 -0.67 19.97 -5.60 1.87 10.86 Eq. 6.15 TWO 20.00 100.00 -0.02 19.97 -0.26 1.87 0.81 Eq. 6.50 NO_PRES 20.00 100.00 -1.34 80.90 0.00 3.76 0.00 ONE 20.00 100.00 -1.34 80.90 -2.80 3.76 2.29 Eq. 6.15 TWO 20.00 100.00 -0.04 80.90 -0.13 3.76 3.26 Eq. 6.50 NO_PRES 50.00 100.00 -1.34 39.90 0.00 2.96 0.00 ONE 50.00 100.00 -1.34 39.90 -2.80 2.96 2.29 Eq. 6.15 TWO 50.00 100.00 -0.04 39.90 -0.13 2.96 1.34 Eq. 6.50 NO_PRES 80.00 100.00 -5.38 8.75 0.00 2.15 0.00 ONE 80.00 100.00 -5.38 8.75 -2.80 2.15 2.29 Eq. 6.15 TWO 80.00 100.00 -0.09 8.75 -0.13 2.15 0.28 Eq. 6.50 NO_PRES 80.00 100.00 -2.68 2.16 0.00 1.07 0.00 ONE 80.00 100.00 -2.68 2.16 -5.60 1.07 10.86 Eq. 6.15 TWO 80.00 100.00 -0.04 2.16 -0.26 1.07 0.50 Eq. 6.15 NO_PRES 90.00 100.00 -2.68 0.54 0.00 0.54 0.00 ONE 90.00 100.00 -2.68 0.54 -5.60 0.54 10.86 Eq. 6.15 TWO 90.00 100.00 -0.04 0.54 -0.26 0.54 0.49 Eq. 6.15 NO_PRES 100.00 100.00 -2.68 0.00 0.00 0.00 0.00 ONE 100.00 100.00 -2.68 0.00 -5.60 0.00 10.86 Eq. 6.15 TWO 100.00 100.00 -0.04 0.00 -0.26 0.00 0.49 Eq. 6.15 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Pressure * * Code is iso * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ ISO Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- T|000003 *B1 *A1 ~T NO_PRES 0.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 0.00 160.00 -8.43 29.69 -5.33 0.00 13.61 Eq. 13.2-18 TWO 0.00 160.00 -8.43 29.69 -5.33 0.00 13.61 Eq. 13.2-18 NO_PRES 50.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 50.00 160.00 -8.43 29.69 -2.67 0.00 6.81 Eq. 13.2-18 TWO 50.00 160.00 -8.43 29.69 -2.67 0.00 6.81 Eq. 13.2-18 NO_PRES 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 ONE 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 TWO 100.00 160.00 -8.43 29.69 0.00 0.00 0.00 T|000004 *B1 *C1 ~T NO_PRES 0.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 0.00 160.00 -6.96 0.00 -5.33 0.00 13.61 Eq. 13.2-18 TWO 0.00 160.00 -6.96 0.00 -5.33 0.00 13.61 Eq. 13.2-18 NO_PRES 50.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 50.00 160.00 -6.96 0.00 -9.60 0.00 24.50 Eq. 13.2-18 TWO 50.00 160.00 -6.96 0.00 -9.60 0.00 24.50 Eq. 13.2-18 NO_PRES 100.00 160.00 -6.96 0.00 0.00 0.00 0.00 ONE 100.00 160.00 -6.96 0.00 -13.86 0.00 35.39 Eq. 13.2-18 TWO 100.00 160.00 -6.96 0.00 -13.86 0.00 35.39 Eq. 13.2-18 TUBE_1 *A1 *A2 ~TUBE NO_PRES 0.00 100.00 2.63 0.00 0.00 0.00 0.00 ONE 0.00 100.00 2.63 0.00 5.33 0.00 8.92 Eq. 13.2-18 TWO 0.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 10.00 100.00 2.63 0.00 0.00 0.00 0.00 ONE 10.00 100.00 2.63 0.00 5.33 0.00 8.92 Eq. 13.2-18 TWO 10.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 20.00 100.00 0.65 0.00 0.00 0.00 0.00 ONE 20.00 100.00 0.65 0.00 5.33 0.00 8.92 Eq. 13.2-18 TWO 20.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 20.00 100.00 1.30 0.00 0.00 0.00 0.00 ONE 20.00 100.00 1.30 0.00 2.67 0.00 1.88 Eq. 13.2-18 TWO 20.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 50.00 100.00 1.30 0.00 0.00 0.00 0.00 ONE 50.00 100.00 1.30 0.00 2.67 0.00 1.88 Eq. 13.2-18 TWO 50.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 80.00 100.00 5.29 0.00 0.00 0.00 0.00 ONE 80.00 100.00 5.29 0.00 2.67 0.00 1.88 Eq. 13.2-18 TWO 80.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 80.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 80.00 100.00 2.64 0.00 5.33 0.00 8.92 Eq. 13.2-18 TWO 80.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 90.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 90.00 100.00 2.64 0.00 5.33 0.00 8.92 Eq. 13.2-18 TWO 90.00 100.00 0.00 0.00 0.00 0.00 0.00 NO_PRES 100.00 100.00 2.64 0.00 0.00 0.00 0.00 ONE 100.00 100.00 2.64 0.00 5.33 0.00 8.92 Eq. 13.2-18 TWO 100.00 100.00 0.00 0.00 0.00 0.00 0.00 TUBE_2 *B1 *B2 ~TUBE NO_PRES 0.00 100.00 -2.68 29.69 0.00 2.94 0.00 ONE 0.00 100.00 -2.68 29.69 -5.60 2.94 9.36 Eq. 13.2-18 TWO 0.00 100.00 -0.04 29.69 -0.26 2.94 0.97 Eq. 13.4-8 NO_PRES 10.00 100.00 -2.68 24.29 0.00 2.41 0.00 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Pressure * * Code is iso * * * *************************************************************************************************************** +++ C Y L I N D E R B U C K L I N G C H E C K D E T A I L +++ =================================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist /---------- Stresses (Ksi)------------/ ISO Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- TUBE_2 *B1 *B2 ~TUBE ONE 10.00 100.00 -2.68 24.29 -5.60 2.41 9.36 Eq. 13.2-18 TWO 10.00 100.00 -0.04 24.29 -0.26 2.41 0.80 Eq. 13.4-8 NO_PRES 20.00 100.00 -0.67 19.97 0.00 1.87 0.00 ONE 20.00 100.00 -0.67 19.97 -5.60 1.87 9.36 Eq. 13.2-18 TWO 20.00 100.00 -0.02 19.97 -0.26 1.87 0.66 Eq. 13.4-8 NO_PRES 20.00 100.00 -1.34 80.90 0.00 3.76 0.00 ONE 20.00 100.00 -1.34 80.90 -2.80 3.76 1.97 Eq. 13.2-18 TWO 20.00 100.00 -0.04 80.90 -0.13 3.76 2.65 Eq. 13.4-8 NO_PRES 50.00 100.00 -1.34 39.90 0.00 2.96 0.00 ONE 50.00 100.00 -1.34 39.90 -2.80 2.96 1.97 Eq. 13.2-18 TWO 50.00 100.00 -0.04 39.90 -0.13 2.96 1.31 Eq. 13.4-8 NO_PRES 80.00 100.00 -5.38 8.75 0.00 2.15 0.00 ONE 80.00 100.00 -5.38 8.75 -2.80 2.15 1.97 Eq. 13.2-18 TWO 80.00 100.00 -0.09 8.75 -0.13 2.15 0.29 Eq. 13.4-8 NO_PRES 80.00 100.00 -2.68 2.16 0.00 1.07 0.00 ONE 80.00 100.00 -2.68 2.16 -5.60 1.07 9.36 Eq. 13.2-18 TWO 80.00 100.00 -0.04 2.16 -0.26 1.07 0.44 Eq. 13.2-18 NO_PRES 90.00 100.00 -2.68 0.54 0.00 0.54 0.00 ONE 90.00 100.00 -2.68 0.54 -5.60 0.54 9.36 Eq. 13.2-18 TWO 90.00 100.00 -0.04 0.54 -0.26 0.54 0.44 Eq. 13.2-18 NO_PRES 100.00 100.00 -2.68 0.00 0.00 0.00 0.00 ONE 100.00 100.00 -2.68 0.00 -5.60 0.00 9.36 Eq. 13.2-18 TWO 100.00 100.00 -0.04 0.00 -0.26 0.00 0.44 Eq. 13.2-18 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Pressure * * Code is iso * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 CYLINDER BUCKLING CHECK DETAIL . . . . . . . . . . . . 2 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 8