Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Hydrostatic Interaction * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== &default -use @ -nuse #dead -poi 0.3 -emodulus 210000 -fyield 420 &describe body frame *a1 0 00 60 *a2 0 26 60 ~ring st 200 1500 60 60 -f_type cold ~ring2 st 25 25 25 25 -f_type cold ~long pri 5 10 -f_type cold ~tube tube 10000 50 -t_stiff 250 ~ring -z -l_stiff 30000 ~long -z -fy 50 ~curtis tube 10000 50 -t_stiff 250 ~ring -z -fy 50 ~dog tube 10000 50 -fy 50 ~r2 st 275 219 19 19 ~tt tube 100 25 -t_stiff 50 ~ring2 -z beam ~tt *a1 *a2 beam ~tube *a1 *a2 beam ~curtis *a1 *a2 beam ~dog *a1 *a2 ~rest fix rest ~rest *a1 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Hydrostatic Interaction * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are MPA, Degrees, Meters, and KN Unless Specified Forces For Most Severe Load Case with Axial Load Greater Than 0 % Dist Axial /------ Shear -----/ /---- Bending ----/ Pressure Element /-- Node Names -/ Class Case From A Load Y Z Torque Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- CURT|003 *A1 *A2 ~CURTIS ONE 0.00 3421.85 0.00 0.00 0.00 0.00 0.00 0.0444 DOG|0004 *A1 *A2 ~DOG ONE 0.00 3421.85 0.00 0.00 0.00 0.00 0.00 0.0444 TT|00001 *A1 *A2 ~TT ONE 0.00 12.90 0.00 0.00 0.00 0.00 0.00 0.0444 TUBE|002 *A1 *A2 ~TUBE ONE 0.00 3421.96 0.00 0.00 0.00 0.00 0.00 0.0444 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Hydrostatic Interaction * * 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 MPA, Degrees, Meters, and KN Unless Specified % Dist /---------- Stresses (MPa)------------/ RP2A Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- CURT|003 *A1 *A2 ~CURTIS ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.21 Eq. 3.3.3-1 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.21 Eq. 3.3.3-1 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.21 Eq. 3.3.3-1 DOG|0004 *A1 *A2 ~DOG ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.35 Eq. 3.3.3-1 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.35 Eq. 3.3.3-1 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.35 Eq. 3.3.3-1 TT|00001 *A1 *A2 ~TT ONE 0.00 26.00 2.19 0.00 0.09 0.00 9999.00 Eq. 3.2.5-7 ONE 50.00 26.00 2.19 0.00 0.09 0.00 9999.00 Eq. 3.2.5-7 ONE 100.00 26.00 2.19 0.00 0.09 0.00 9999.00 Eq. 3.2.5-7 TUBE|002 *A1 *A2 ~TUBE ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.21 Eq. 3.3.3-1 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.21 Eq. 3.3.3-1 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.21 Eq. 3.3.3-1 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Hydrostatic Interaction * * 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 MPA, Degrees, Meters, and KN Unless Specified % Dist /---------- Stresses (MPa)------------/ NORSOK Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- CURT|003 *A1 *A2 ~CURTIS ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.10 Eq. 6.15 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.10 Eq. 6.15 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.10 Eq. 6.15 DOG|0004 *A1 *A2 ~DOG ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.18 Eq. 6.15 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.18 Eq. 6.15 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.18 Eq. 6.15 TT|00001 *A1 *A2 ~TT ONE 0.00 26.00 2.19 0.00 0.09 0.00 9999.00 Sec. 6.3.6.2 ONE 50.00 26.00 2.19 0.00 0.09 0.00 9999.00 Sec. 6.3.6.2 ONE 100.00 26.00 2.19 0.00 0.09 0.00 9999.00 Sec. 6.3.6.2 TUBE|002 *A1 *A2 ~TUBE ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.10 Eq. 6.15 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.10 Eq. 6.15 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.10 Eq. 6.15 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Hydrostatic Interaction * * 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 MPA, Degrees, Meters, and KN Unless Specified % Dist /---------- Stresses (MPa)------------/ ISO Element /-- Node Names -/ Class Case From A Eff Len Axial Bend Hoop Shear Unity Comments -------- -------- -------- ------- ------- -------- --------- --------- -------- -------- -------- ------- ---------------- CURT|003 *A1 *A2 ~CURTIS ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.11 Eq. 13.2-18 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.11 Eq. 13.2-18 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.11 Eq. 13.2-18 DOG|0004 *A1 *A2 ~DOG ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.19 Eq. 13.2-18 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.19 Eq. 13.2-18 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.19 Eq. 13.2-18 TT|00001 *A1 *A2 ~TT ONE 0.00 26.00 2.19 0.00 0.09 0.00 9999.00 Sec. 13.2.6.2 ONE 50.00 26.00 2.19 0.00 0.09 0.00 9999.00 Sec. 13.2.6.2 ONE 100.00 26.00 2.19 0.00 0.09 0.00 9999.00 Sec. 13.2.6.2 TUBE|002 *A1 *A2 ~TUBE ONE 0.00 26.00 2.19 0.00 4.44 0.00 0.11 Eq. 13.2-18 ONE 50.00 26.00 2.19 0.00 4.44 0.00 0.11 Eq. 13.2-18 ONE 100.00 26.00 2.19 0.00 4.44 0.00 0.11 Eq. 13.2-18 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Test of Hydrostatic Interaction * * Code is iso * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 2 CYLINDER BUCKLING CHECK DETAIL . . . . . . . . . . . . 3 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 6