Page 1 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== $ $**************************************** macros $ ¯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 &m_act nodlod null $ $ $**************************************** dimensions $ &dimen -dim feet kips $ $**************************************** describe body $ &describe body test &default -nuse @ *bq3 -5 -0 20 *bq4 5 -0 20 $ *uq3 -5 -5 10 *uq4 5 -5 10 *uq1 5 5 10 *uq2 -5 5 10 $ *dq3 -5 -5 00 *dq4 5 -5 00 *dq1 5 5 00 *dq2 -5 5 00 ~fixa fix x y z rx ry rz ~fixr fix x z rx ry rz rest ~fixa *uq2 rest ~fixa *uq3 rest ~fixa *dq2 rest ~fixa *dq3 rest ~fixa *bq3 ~plate plate 1 ~bea tube 10 1 beam ~bea *uq2 *dq2 beam ~bea *uq3 *dq3 beam ~bea *uq3 *bq3 beam ~bea *bq3 *bq4 plate p1 ~plate *uq3 *uq4 *uq1 *uq2 plate p2 ~plate *dq3 *dq4 *dq2 plate p3 ~plate *dq2 *dq1 *dq4 sp_plate sp1 ~plate -ele p1 *uq3 *uq4 *uq1 *uq2 sp_plate sp2 ~plate -ele p2 *dq3 *dq4 *dq2 sp_plate sp3 ~plate -ele p3 *dq2 *dq1 *dq4 &set force = 100 0000 100 nodlod #load *dq4 %force%/2 Page 2 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== nodlod #load *dq1 %force%/2 nodlod #load *uq1 %force%/2 nodlod #load *uq4 %force%/2 nodlod #load *bq4 %force%/2 Page 3 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 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 -------- -------- --------- --------- --------- --------- --------- --------- **IN0017 LOAD 0.003 0.000 51.491 0.000 -94.393 0.000 *BQ3 LOAD 0.000 -0.000 0.000 -0.000 -0.000 -0.000 *BQ4 LOAD 0.015 -0.000 3.465 -0.000 -2.454 -0.000 *DQ1 LOAD 0.007 -0.001 159.006 1.437 -120.514 0.000 *DQ2 LOAD 0.000 -0.000 0.000 0.000 -0.000 0.000 *DQ3 LOAD 0.000 0.000 0.000 0.000 -0.000 -0.000 *DQ4 LOAD 0.006 0.001 163.657 16.154 -142.799 0.000 *UQ1 LOAD 0.007 -0.001 170.224 -1.467 -129.889 -0.000 *UQ2 LOAD 0.000 -0.000 0.000 -0.000 -0.000 0.000 *UQ3 LOAD 0.000 0.000 0.000 0.000 -0.000 -0.000 *UQ4 LOAD 0.007 0.001 170.224 1.467 -129.889 -0.000 Page 4 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ B E A M L O A D S D E T A I L +++ ========================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist Axial /------ Shear -----/ /---- Bending ----/ Pressure Element /-- Node Names -/ Class Case From A Load Y Z Torque Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- BEA|0009 *BQ3 *BQ4 ~BEA LOAD 0.01 100.00 0.00 50.00 0.00 -499.96 0.00 0.0000 50.00 100.00 0.00 50.00 0.00 -249.96 0.00 0.0000 100.00 100.00 0.00 50.00 0.00 0.00 0.00 0.0000 Page 5 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ B E A M S T R E S S D E T A I L +++ =========================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Load % Dist. /-- Bending --/ /--- Shear --/ Von Von M/ Element /-- Node Names -/ Class Case From A Hoop Axial -Y- -Z- Normal -Y- -Z- Mises Fy -------- -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- BEA|0009 *BQ3 *BQ4 ~BEA LOAD 0.01 0.00 3.54 -103.51 0.00 -99.97 0.00 0.00 99.97 2.78 LOAD 0.01 0.00 3.54 -73.19 -0.00 -69.65 0.00 1.30 69.69 1.94 LOAD 0.01 0.00 3.54 0.00 -0.00 3.54 0.00 3.51 7.03 0.20 LOAD 0.01 0.00 3.54 73.19 -0.00 76.73 0.00 1.30 76.76 2.13 LOAD 0.01 0.00 3.54 103.51 0.00 107.04 0.00 0.00 107.04 2.97 LOAD 0.01 0.00 3.54 73.19 0.00 76.73 0.00 1.30 76.76 2.13 LOAD 0.01 0.00 3.54 -0.00 0.00 3.54 0.00 3.51 7.03 0.20 LOAD 0.01 0.00 3.54 -73.19 0.00 -69.65 0.00 1.30 69.69 1.94 LOAD 50.00 0.00 3.54 -51.75 0.00 -48.21 0.00 0.00 48.21 1.34 LOAD 50.00 0.00 3.54 -36.59 -0.00 -33.06 0.00 1.30 33.13 0.92 LOAD 50.00 0.00 3.54 0.00 -0.00 3.54 0.00 3.51 7.03 0.20 LOAD 50.00 0.00 3.54 36.59 -0.00 40.13 0.00 1.30 40.19 1.12 LOAD 50.00 0.00 3.54 51.75 0.00 55.29 0.00 0.00 55.29 1.54 LOAD 50.00 0.00 3.54 36.59 0.00 40.13 0.00 1.30 40.19 1.12 LOAD 50.00 0.00 3.54 -0.00 0.00 3.54 0.00 3.51 7.03 0.20 LOAD 50.00 0.00 3.54 -36.59 0.00 -33.06 0.00 1.30 33.13 0.92 LOAD 100.00 0.00 3.54 0.00 -0.00 3.54 0.00 0.00 3.54 0.10 LOAD 100.00 0.00 3.54 0.00 -0.00 3.54 0.00 1.30 4.19 0.12 LOAD 100.00 0.00 3.54 0.00 -0.00 3.54 0.00 3.51 7.03 0.20 LOAD 100.00 0.00 3.54 0.00 -0.00 3.54 0.00 1.30 4.19 0.12 LOAD 100.00 0.00 3.54 -0.00 0.00 3.54 0.00 0.00 3.54 0.10 LOAD 100.00 0.00 3.54 -0.00 0.00 3.54 0.00 1.30 4.19 0.12 LOAD 100.00 0.00 3.54 0.00 0.00 3.54 0.00 3.51 7.03 0.20 LOAD 100.00 0.00 3.54 0.00 0.00 3.54 0.00 1.30 4.19 0.12 Page 6 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 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 -------- -------- -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- ------- P1 ~PLATE LOAD SE|00016 1.67 0.18 0.06 -300.00 -86.91 -48.96 -75.97 -309.09 -12.40 278.97 7.75 LOAD SE|00016 1.67 0.18 0.06 300.00 86.91 48.96 312.34 76.42 12.28 282.00 7.83 LOAD SE|00017 1.73 -0.12 -0.00 -162.49 -42.56 0.00 -42.68 -160.76 0.00 144.23 4.01 LOAD SE|00017 1.73 -0.12 -0.00 162.49 42.56 -0.00 164.22 42.44 -0.00 147.64 4.10 LOAD SE|00018 1.67 0.18 -0.06 -300.00 -86.91 48.96 -75.97 -309.09 12.40 278.97 7.75 LOAD SE|00018 1.67 0.18 -0.06 300.00 86.91 -48.96 312.34 76.42 -12.28 282.00 7.83 LOAD SE|00019 1.60 0.48 -0.00 -437.51 -131.25 -0.00 -130.77 -435.91 -0.00 387.45 10.76 LOAD SE|00019 1.60 0.48 -0.00 437.51 131.25 0.00 439.12 131.74 0.00 390.30 10.84 P2 ~PLATE LOAD P2 1.62 0.49 0.05 -330.94 -99.28 -13.10 -98.06 -330.06 -3.23 293.58 8.15 LOAD P2 1.62 0.49 0.05 330.94 99.28 13.10 333.30 99.03 3.22 296.46 8.24 P3 ~PLATE LOAD P3 1.71 0.05 0.05 269.06 49.68 16.91 272.07 48.44 4.36 251.37 6.98 LOAD P3 1.71 0.05 0.05 -269.06 -49.68 -16.91 -48.34 -268.65 -4.40 248.04 6.89 SP1 ~PLATE LOAD SP1 1.66 0.18 0.00 -299.47 -86.67 -0.00 -86.49 -297.81 -0.00 265.35 7.37 LOAD SP1 1.66 0.18 0.00 299.47 86.67 0.00 301.13 86.85 0.00 268.46 7.46 SP2 ~PLATE LOAD SP2 1.70 0.19 0.55 -348.08 -39.54 -118.66 0.83 -386.56 -18.79 386.98 10.75 LOAD SP2 1.70 0.19 0.55 348.08 39.54 118.66 390.32 -0.81 18.78 390.72 10.85 SP3 ~PLATE LOAD SP3 1.88 -0.34 -0.31 283.70 -8.40 -40.76 291.20 -14.37 -7.80 298.64 8.30 LOAD SP3 1.88 -0.34 -0.31 -283.70 8.40 40.76 13.61 -287.36 7.80 294.39 8.18 Page 7 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ P L A T E L O A D S / L E N G T H D E T A I L +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Load /--- First End ---/ /-- Second End- --/ /---- Average Bending ----/ Average Element Class /---- Face ----/ Case Nor Forc Shr Forc Nor Forc Shr Forc SX SY SXY VonM/Fy -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- P1 ~PLATE *UQ3 *UQ4 LOAD -0.76 -2.18 0.00 1.42 300.00 86.91 0.00 7.47 *UQ4 *UQ1 LOAD 20.76 -0.00 20.00 -0.76 *UQ1 *UQ2 LOAD -0.76 2.18 -0.00 5.77 *UQ2 *UQ3 LOAD -19.24 0.00 -20.00 -0.76 P2 ~PLATE *DQ3 *DQ4 LOAD -0.56 -5.83 -0.56 -5.83 330.94 99.28 13.10 8.24 *DQ4 *DQ2 LOAD 14.14 4.52 14.14 4.52 *DQ2 *DQ3 LOAD -19.44 -0.56 -19.44 -0.56 P3 ~PLATE *DQ2 *DQ1 LOAD -0.56 -0.56 -0.56 -0.56 269.06 49.68 16.91 6.98 *DQ1 *DQ4 LOAD 20.56 0.56 20.56 0.56 *DQ4 *DQ2 LOAD -14.14 -0.00 -14.14 -0.00 SP1 ~PLATE *UQ3 *UQ4 LOAD -0.76 -2.17 0.00 1.39 299.47 86.67 0.00 7.46 *UQ4 *UQ1 LOAD 20.88 -0.00 19.76 -0.76 *UQ1 *UQ2 LOAD -0.76 2.20 0.00 5.72 *UQ2 *UQ3 LOAD -19.28 -0.00 -19.92 -0.76 SP2 ~PLATE *DQ3 *DQ4 LOAD -1.12 -5.87 -9.39 -3.39 348.08 39.54 118.66 10.85 *DQ4 *DQ2 LOAD 14.56 9.04 28.23 4.85 *DQ2 *DQ3 LOAD -30.63 -9.29 -19.36 -1.12 SP3 ~PLATE *DQ2 *DQ1 LOAD 6.08 6.11 -1.12 -0.55 283.70 -8.40 -40.76 8.30 *DQ1 *DQ4 LOAD 20.64 1.12 33.73 -6.12 *DQ4 *DQ2 LOAD -28.18 -0.37 -13.71 -0.02 Page 8 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIXA|001 *UQ2 ~FIXA LOAD -100.00 21.78 -50.00 144.84 499.98 -0.00 FIXA|002 *UQ3 ~FIXA LOAD -100.00 -21.78 -50.00 -144.83 499.97 0.01 FIXA|003 *DQ2 ~FIXA LOAD -100.00 31.96 -23.65 -7.61 511.99 -0.00 FIXA|004 *DQ3 ~FIXA LOAD -100.00 -31.96 -76.35 -255.87 487.97 0.00 FIXA|005 *BQ3 ~FIXA LOAD -100.00 0.00 -50.00 0.00 499.99 0.01 Page 9 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIXA|001 *UQ2 ~FIXA -100.00 21.78 -50.00 144.84 499.98 -0.00 -100.00 21.78 -50.00 144.84 499.98 -0.00 FIXA|002 *UQ3 ~FIXA -100.00 -21.78 -50.00 -144.83 499.97 0.01 -100.00 -21.78 -50.00 -144.83 499.97 0.01 FIXA|003 *DQ2 ~FIXA -100.00 31.96 -23.65 -7.61 511.99 -0.00 -100.00 31.96 -23.65 -7.61 511.99 -0.00 FIXA|004 *DQ3 ~FIXA -100.00 -31.96 -76.35 -255.87 487.97 0.00 -100.00 -31.96 -76.35 -255.87 487.97 0.00 FIXA|005 *BQ3 ~FIXA -100.00 0.00 -50.00 0.00 499.99 0.01 -100.00 0.00 -50.00 0.00 499.99 0.01 Page 10 Licensee - Ultramarine, Inc Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- December 30, 2008 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 3 BEAM LOADS DETAIL . . . . . . . . . . . . . . . . . . 4 BEAM STRESS DETAIL . . . . . . . . . . . . . . . . . . 5 PLATE STRESS DETAIL . . . . . . . . . . . . . . . . . 6 PLATE LOADS / LENGTH DETAIL . . . . . . . . . . . . . 7 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 8 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 9 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 10