Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ P O I N T N O D E S U M M A R Y F O R P A R T T E S T +++ ======================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified NODE /--- PART LOCATION ------/ /---- GLOBAL LOCATION ----//---- FIXED ----/ NAME TYPE X Y Z X Y Z X Y Z RX RY RZ -------- ---------------- -------- -------- -------- -------- -------- -------- -- -- -- -- -- -- **IN0016 JOINT -7.500 0.000 0.000 -7.500 0.000 0.000 N N N N N N **IN0017 JOINT -2.500 0.000 0.000 -2.500 0.000 0.000 N N N N N N **IN0018 JOINT 2.500 0.000 0.000 2.500 0.000 0.000 N N N N N N **IN0019 JOINT 7.500 0.000 0.000 7.500 0.000 0.000 N N N N N N *A1 JOINT -10.000 -5.000 0.000 -10.000 -5.000 0.000 N N N N N N *A4 JOINT -10.000 5.000 0.000 -10.000 5.000 0.000 N N N N N N *B1 JOINT -5.000 -5.000 0.000 -5.000 -5.000 0.000 N N N N N N *B4 JOINT -5.000 5.000 0.000 -5.000 5.000 0.000 N N N N N N *C1 JOINT 0.000 -5.000 0.000 0.000 -5.000 0.000 N N N N N N *C4 JOINT 0.000 5.000 0.000 0.000 5.000 0.000 N N N N N N *E1 JOINT 5.000 -5.000 0.000 5.000 -5.000 0.000 N N N N N N *E4 JOINT 5.000 5.000 0.000 5.000 5.000 0.000 N N N N N N *F1 JOINT 10.000 -5.000 0.000 10.000 -5.000 0.000 N N N N N N *F4 JOINT 10.000 5.000 0.000 10.000 5.000 0.000 N N N N N N Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ P L A T E P R O P E R T I E S S U M M A R Y F O R P A R T T E S T +++ =================================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class /--Mem X Dir Cosines--/ /-- Mem Y Di r Cosines--/ Refer. Thickness Name Name X Y Z X Y Z Node SCF SN (in) Area Weight -------- -------- ------- ------- ------- ------- ------- ------- -------- -------- -------- -------- -------- -------- QAB ~PLATE 1.0000 0.0000 0.0000 0.0000 -1.0000 0.0000 1.0000 DNV_W3 1.00 50.00 0.00 QBC ~PLATE 1.0000 0.0000 0.0000 0.0000 -1.0000 0.0000 1.0000 DNV_W3 1.00 50.00 0.00 QCE ~PLATE 1.0000 0.0000 0.0000 0.0000 -1.0000 0.0000 1.0000 DNV_W3 1.00 50.00 0.00 QEF ~PLATE 1.0000 0.0000 0.0000 0.0000 -1.0000 0.0000 1.0000 DNV_W3 1.00 50.00 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ P L A T E V E R T I C E S S U M M A R Y F O R P A R T T E S T +++ =============================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Node /--- Releases --/ /--- Part Offset (in) --/ Name Name Name FX FY FZ MX MY MZ X Y Z -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- QAB ~PLATE *A1 0.00 0.00 0.00 *A4 0.00 0.00 0.00 *B4 0.00 0.00 0.00 *B1 0.00 0.00 0.00 QBC ~PLATE *B1 0.00 0.00 0.00 *B4 0.00 0.00 0.00 *C4 0.00 0.00 0.00 *C1 0.00 0.00 0.00 QCE ~PLATE *C1 0.00 0.00 0.00 *C4 0.00 0.00 0.00 *E4 0.00 0.00 0.00 *E1 0.00 0.00 0.00 QEF ~PLATE *E1 0.00 0.00 0.00 *E4 0.00 0.00 0.00 *F4 0.00 0.00 0.00 *F1 0.00 0.00 0.00 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ P L A T E F A C E S S U M M A R Y F O R P A R T T E S T +++ ========================================================================= Element Class /---- Face ----/ /----------------- ---------- Intermediate Nodes -----------------------------------/ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- QAB ~PLATE *A1 *A4 *A4 *B4 *B4 *B1 *B1 *A1 QBC ~PLATE *B1 *B4 *B4 *C4 *C4 *C1 *C1 *B1 QCE ~PLATE *C1 *C4 *C4 *E4 *E4 *E1 *E1 *C1 QEF ~PLATE *E1 *E4 *E4 *F4 *F4 *F1 *F1 *E1 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ P L A T E S U B E L E M E N T S U M M A R Y F O R P A R T T E S T +++ =================================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified /----- Centroid -----/ /----- Normal -------- Element Class Subeleme /------- Nodes -------/ Badness Area X Y Z X Y Z -------- -------- -------- -------- -------- -------- --------- -------- -------- -------- -------- -------- -------- -------- QAB ~PLATE SE|00007 *A1 *A4 **IN0016 0.69 12.50 -9.16 0.00 0.00 0.00000 0.00000 -1.00000 SE|00008 *A4 *B4 **IN0016 0.29 12.50 -7.50 3.33 0.00 0.00000 0.00000 -1.00000 SE|00009 *B4 *B1 **IN0016 0.69 12.50 -5.83 0.00 0.00 0.00000 0.00000 -1.00000 SE|00010 *B1 *A1 **IN0016 0.29 12.50 -7.50 -3.33 0.00 0.00000 0.00000 -1.00000 QBC ~PLATE SE|00011 *B1 *B4 **IN0017 0.69 12.50 -4.16 -0.00 0.00 0.00000 0.00000 -1.00000 SE|00012 *B4 *C4 **IN0017 0.29 12.50 -2.50 3.33 0.00 0.00000 0.00000 -1.00000 SE|00013 *C4 *C1 **IN0017 0.69 12.50 -0.83 0.00 0.00 0.00000 0.00000 -1.00000 SE|00014 *C1 *B1 **IN0017 0.29 12.50 -2.50 -3.33 0.00 0.00000 0.00000 -1.00000 QCE ~PLATE SE|00015 *C1 *C4 **IN0018 0.69 12.50 0.83 -0.00 0.00 0.00000 0.00000 -1.00000 SE|00016 *C4 *E4 **IN0018 0.29 12.50 2.50 3.33 0.00 0.00000 0.00000 -1.00000 SE|00017 *E4 *E1 **IN0018 0.69 12.50 4.16 0.00 0.00 0.00000 0.00000 -1.00000 SE|00018 *E1 *C1 **IN0018 0.29 12.50 2.50 -3.33 0.00 0.00000 0.00000 -1.00000 QEF ~PLATE SE|00019 *E1 *E4 **IN0019 0.69 12.50 5.83 -0.00 0.00 0.00000 0.00000 -1.00000 SE|00020 *E4 *F4 **IN0019 0.29 12.50 7.50 3.33 0.00 0.00000 0.00000 -1.00000 SE|00021 *F4 *F1 **IN0019 0.69 12.50 9.16 -0.00 0.00 0.00000 0.00000 -1.00000 SE|00022 *F1 *E1 **IN0019 0.29 12.50 7.50 -3.33 0.00 0.00000 0.00000 -1.00000 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- **IN0016 LOAD -0.015 0.000 0.000 0.000 0.000 0.000 **IN0017 LOAD -0.050 0.000 0.000 0.000 0.000 0.000 **IN0018 LOAD -0.085 0.000 0.000 0.000 0.000 0.000 **IN0019 LOAD -0.119 0.000 0.000 0.000 0.000 0.000 *A1 LOAD -0.000 -0.000 0.000 0.000 0.000 0.000 *A4 LOAD -0.000 0.000 0.000 0.000 0.000 0.000 *B1 LOAD -0.033 -0.010 0.000 0.000 0.000 0.000 *B4 LOAD -0.033 0.010 0.000 0.000 0.000 0.000 *C1 LOAD -0.067 -0.010 0.000 0.000 0.000 0.000 *C4 LOAD -0.067 0.010 0.000 0.000 0.000 0.000 *E1 LOAD -0.102 -0.010 0.000 0.000 0.000 0.000 *E4 LOAD -0.102 0.010 0.000 0.000 0.000 0.000 *F1 LOAD -0.136 -0.010 0.000 0.000 0.000 0.000 *F4 LOAD -0.136 0.010 0.000 0.000 0.000 0.000 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S T A N D A R D +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIX1|005 *A1 ~FIX1 LOAD 1000.00 157.69 0.00 0.00 0.00 0.00 FIX4|006 *A4 ~FIX4 LOAD 1000.00 -157.69 0.00 0.00 0.00 0.00 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ P L A T E S T R E S S D E T A I L +++ ============================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Load /- Membrane Stresses -/ /-- Bending Stresses -/ /- Principle Stresses / Element Class Case Subeleme SX SY SXY SX SY SXY S1 S2 Angle VonMise VonM/Fy -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- QAB ~PLATE LOAD SE|00007 -15.87 -4.76 0.00 0.00 0.00 0.00 -4.76 -15.87 0.00 14.10 0.39 LOAD SE|00007 -15.87 -4.76 0.00 0.00 0.00 0.00 -4.76 -15.87 0.00 14.10 0.39 LOAD SE|00008 -16.67 -2.56 -1.59 0.00 0.00 0.00 -2.38 -16.84 -6.37 15.79 0.44 LOAD SE|00008 -16.67 -2.56 -1.59 0.00 0.00 0.00 -2.38 -16.84 -6.37 15.79 0.44 LOAD SE|00009 -17.46 -0.36 0.00 0.00 0.00 0.00 -0.36 -17.46 0.00 17.28 0.48 LOAD SE|00009 -17.46 -0.36 0.00 0.00 0.00 0.00 -0.36 -17.46 0.00 17.28 0.48 LOAD SE|00010 -16.67 -2.56 1.59 0.00 0.00 0.00 -2.38 -16.84 6.37 15.79 0.44 LOAD SE|00010 -16.67 -2.56 1.59 0.00 0.00 0.00 -2.38 -16.84 6.37 15.79 0.44 QBC ~PLATE LOAD SE|00011 -16.65 -0.12 0.00 0.00 0.00 0.00 -0.12 -16.65 0.00 16.59 0.46 LOAD SE|00011 -16.65 -0.12 0.00 0.00 0.00 0.00 -0.12 -16.65 0.00 16.59 0.46 LOAD SE|00012 -16.67 -0.06 -0.04 0.00 0.00 0.00 -0.06 -16.67 -0.14 16.63 0.46 LOAD SE|00012 -16.67 -0.06 -0.04 0.00 0.00 0.00 -0.06 -16.67 -0.14 16.63 0.46 LOAD SE|00013 -16.69 -0.01 0.00 0.00 0.00 0.00 -0.01 -16.69 0.00 16.68 0.46 LOAD SE|00013 -16.69 -0.01 0.00 0.00 0.00 0.00 -0.01 -16.69 0.00 16.68 0.46 LOAD SE|00014 -16.67 -0.06 0.04 0.00 0.00 0.00 -0.06 -16.67 0.14 16.63 0.46 LOAD SE|00014 -16.67 -0.06 0.04 0.00 0.00 0.00 -0.06 -16.67 0.14 16.63 0.46 QCE ~PLATE LOAD SE|00015 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.66 0.46 LOAD SE|00015 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.66 0.46 LOAD SE|00016 -16.67 -0.00 -0.00 0.00 0.00 0.00 -0.00 -16.67 -0.00 16.67 0.46 LOAD SE|00016 -16.67 -0.00 -0.00 0.00 0.00 0.00 -0.00 -16.67 -0.00 16.67 0.46 LOAD SE|00017 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 LOAD SE|00017 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 LOAD SE|00018 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 LOAD SE|00018 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 QEF ~PLATE LOAD SE|00019 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 LOAD SE|00019 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 LOAD SE|00020 -16.67 -0.00 -0.00 0.00 0.00 0.00 -0.00 -16.67 -0.00 16.67 0.46 LOAD SE|00020 -16.67 -0.00 -0.00 0.00 0.00 0.00 -0.00 -16.67 -0.00 16.67 0.46 LOAD SE|00021 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 LOAD SE|00021 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 LOAD SE|00022 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 LOAD SE|00022 -16.67 -0.00 0.00 0.00 0.00 0.00 -0.00 -16.67 0.00 16.67 0.46 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Rectangle with No Refinement * * Same Problem as rect_ref * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== POINT NODE SUMMARY FOR PART TEST . . . . . . . . . . . 1 PLATE PROPERTIES SUMMARY FOR PART TEST . . . . . . . . 2 PLATE VERTICES SUMMARY FOR PART TEST . . . . . . . . . 3 PLATE FACES SUMMARY FOR PART TEST . . . . . . . . . . 4 PLATE SUBELEMENT SUMMARY FOR PART TEST . . . . . . . . 5 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 6 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 7 PLATE STRESS DETAIL . . . . . . . . . . . . . . . . . 8 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 9