Page 1 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== ¯o lc_doit name case num = 1 &env %name &apply -force -fract @ 0 %case %num lcase -static %name &endmacro ¯o nodlod name node x = 0 y = 0 z = 0 mx = 0 my = 0 mz = 0 &describe load %node %node %name %node %x %y %z %mx %my %mz &endmacro &set xlength = 10 &set ylength = 4 &set xelem = %xlength%/%xrefine% &set yelem = %ylength%/%yrefine% &set twoch = 00 01 02 03 04 05 06 07 08 09 &loop num 10 99 &set twoch = %twoch% %num% &endloop &loop ix 1 &number(integer %xrefine%+1) &set ixchr = &token(%ix% %twoch%) &loop iy 1 &number(integer %yrefine%+1) &set iychr = &token(%iy% %twoch%) &endloop &endloop $ &describe body model &default -nuse @ $ $ ----- nodes ----- $ &loop ix 1 &number(integer %xrefine%+1) &set ixchr = &token(%ix% %twoch%) &loop iy 1 &number(integer %yrefine%+1) &set iychr = &token(%iy% %twoch%) &set xcoord = (%ix%-1)*%xelem% &set ycoord = (%iy%-1)*%yelem%-%ylength%/2 *%ixchr%%iychr% %xcoord% %ycoord% 0 &endloop &endloop $ $ ----- plate elements ----- $ ~plate plate 1 &loop ix 1 &number(integer %xrefine%) &set ixchr = &token(%ix% %twoch%) &set jxchr = &token(%ix%+1 %twoch%) &loop iy 1 &number(integer %yrefine%) &set iychr = &token(%iy% %twoch%) &set jychr = &token(%iy%+1 %twoch%) plate elem%ixchr%%iychr% ~plate *%ixchr%%iychr% \ *%jxchr%%iychr% \ *%jxchr%%jychr% \ *%ixchr%%jychr% &endloop &endloop $ $ ----- restraints ----- $ Page 2 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== ~restf gspr x 1e10 y 1e10 z 1e10 rz 1e12 ry 1e12 ~reste gspr x 1e10 z 1e10 ry 1e12 &set ixchr = &token(1 %twoch%) &set iychr = &number(integer %Yrefine%/2) &set iychr = &number(integer 1+%iychr ) &set fixnod = *%ixchr%&token( 1+%iychr %twoch ) rest ~restf %fixnod &loop iy 1 &number(integer %yrefine%+1) &set node = *%ixchr%&token(%iy% %twoch%) &if %node .ne. %fixnod &then rest ~reste %node &endif &endloop &set iychr = &token((%yrefine%/2)+1 %twoch%) $ $ ----- loading ----- $ &set fx = &number(real 1000/(%yrefine%+1)) &set fy = &number(real 100/(%yrefine%+1)) &set fz = &number(real 1/(%yrefine%+1)) &set ixchr = &token(%xrefine%+1 %twoch%) &loop iy 1 &number(integer %yrefine%+1) &set iychr = &token(%iy% %twoch%) &set nodappl = *%ixchr%%iychr% nodlod #axix %nodappl% %fx% 0 0 nodlod #bndy %nodappl% 0 %fy% 0 nodlod #bndz %nodappl% 0 0 %fz% &endloop Page 3 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- REST|003 *0000 ~RESTE AXIX -500.00 0.00 0.00 0.00 0.00 0.00 REST|002 *0001 ~RESTF AXIX -500.00 0.00 0.00 0.00 0.00 0.00 Page 4 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- --------- --------- --------- --------- --------- --------- **IN0006 AXIX 0.043 0.005 0.000 0.000 0.000 0.000 *0000 AXIX 0.000 0.010 0.000 0.000 0.000 0.000 *0001 AXIX 0.000 0.000 0.000 0.000 0.000 0.000 *0100 AXIX 0.086 0.010 0.000 0.000 0.000 0.000 *0101 AXIX 0.086 0.000 0.000 0.000 0.000 0.000 Page 5 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ELEM0000 ~PLATE AXIX SE|00004 20.83 0.00 0.00 0.00 0.00 0.00 20.83 0.00 0.00 20.83 0.58 AXIX SE|00004 20.83 0.00 0.00 0.00 0.00 0.00 20.83 0.00 0.00 20.83 0.58 AXIX SE|00005 20.83 0.00 0.00 0.00 0.00 0.00 20.83 0.00 0.00 20.83 0.58 AXIX SE|00005 20.83 0.00 0.00 0.00 0.00 0.00 20.83 0.00 0.00 20.83 0.58 AXIX SE|00006 20.83 0.00 0.00 0.00 0.00 0.00 20.83 0.00 0.00 20.83 0.58 AXIX SE|00006 20.83 0.00 0.00 0.00 0.00 0.00 20.83 0.00 0.00 20.83 0.58 AXIX SE|00007 20.83 0.00 0.00 0.00 0.00 0.00 20.83 0.00 0.00 20.83 0.58 AXIX SE|00007 20.83 0.00 0.00 0.00 0.00 0.00 20.83 0.00 0.00 20.83 0.58 Page 6 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- REST|003 *0000 ~RESTE BNDY -250.00 0.00 0.00 0.00 0.00 0.00 REST|002 *0001 ~RESTF BNDY 250.00 -100.00 0.00 0.00 0.00 0.00 Page 7 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- --------- --------- --------- --------- --------- --------- **IN0006 BNDY 0.001 0.028 0.000 0.000 0.000 0.000 *0000 BNDY 0.000 0.002 0.000 0.000 0.000 0.000 *0001 BNDY 0.000 0.000 0.000 0.000 0.000 0.000 *0100 BNDY 0.015 0.058 0.000 0.000 0.000 0.000 *0101 BNDY -0.014 0.059 0.000 0.000 0.000 0.000 Page 8 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ELEM0000 ~PLATE BNDY SE|00004 3.05 -1.60 2.12 0.00 0.00 0.00 3.87 -2.42 21.19 5.49 0.15 BNDY SE|00004 3.05 -1.60 2.12 0.00 0.00 0.00 3.87 -2.42 21.19 5.49 0.15 BNDY SE|00005 0.09 0.43 -0.86 0.00 0.00 0.00 1.14 -0.62 -39.38 1.55 0.04 BNDY SE|00005 0.09 0.43 -0.86 0.00 0.00 0.00 1.14 -0.62 -39.38 1.55 0.04 BNDY SE|00006 -3.05 0.76 2.05 0.00 0.00 0.00 1.66 -3.94 23.54 4.98 0.14 BNDY SE|00006 -3.05 0.76 2.05 0.00 0.00 0.00 1.66 -3.94 23.54 4.98 0.14 BNDY SE|00007 -0.09 -1.26 5.03 0.00 0.00 0.00 4.39 -5.74 41.66 8.80 0.24 BNDY SE|00007 -0.09 -1.26 5.03 0.00 0.00 0.00 4.39 -5.74 41.66 8.80 0.24 Page 9 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- REST|003 *0000 ~RESTE BNDZ 0.00 0.00 -0.50 0.00 5.00 0.00 REST|002 *0001 ~RESTF BNDZ 0.00 0.00 -0.50 0.00 5.00 0.00 Page 10 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- --------- --------- --------- --------- --------- --------- **IN0006 BNDZ 0.000 0.000 1.437 0.000 -2.383 0.000 *0000 BNDZ 0.000 0.000 0.000 0.243 0.000 0.000 *0001 BNDZ 0.000 0.000 0.000 -0.243 0.000 0.000 *0100 BNDZ 0.000 0.000 4.646 0.184 -3.556 0.000 *0101 BNDZ 0.000 0.000 4.646 -0.184 -3.556 0.000 Page 11 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ELEM0000 ~PLATE BNDZ SE|00004 0.00 0.00 0.00 -7.50 0.00 -2.40 0.70 -8.20 -16.34 8.58 0.24 BNDZ SE|00004 0.00 0.00 0.00 7.50 0.00 2.40 8.20 -0.70 16.34 8.58 0.24 BNDZ SE|00005 0.00 0.00 0.00 -4.80 0.50 0.00 0.50 -4.80 0.00 5.07 0.14 BNDZ SE|00005 0.00 0.00 0.00 4.80 -0.50 0.00 4.80 -0.50 0.00 5.07 0.14 BNDZ SE|00006 0.00 0.00 0.00 -7.50 0.00 2.40 0.70 -8.20 16.34 8.58 0.24 BNDZ SE|00006 0.00 0.00 0.00 7.50 0.00 -2.40 8.20 -0.70 -16.34 8.58 0.24 BNDZ SE|00007 0.00 0.00 0.00 -10.20 -0.50 0.00 -0.50 -10.20 0.00 9.96 0.28 BNDZ SE|00007 0.00 0.00 0.00 10.20 0.50 0.00 10.20 0.50 0.00 9.96 0.28 Page 12 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 20, 2008 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 3 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 4 PLATE STRESS DETAIL . . . . . . . . . . . . . . . . . 5 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 6 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 7 PLATE STRESS DETAIL . . . . . . . . . . . . . . . . . 8 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 9 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 10 PLATE STRESS DETAIL . . . . . . . . . . . . . . . . . 11 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 12