Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- REST|009 *B1 ~REST BCOMP -288.42 0.00 516.61 0.00 -8984.41 0.00 REST|010 *B2 ~REST BCOMP -111.58 0.00 -116.61 0.00 -2676.44 0.00 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- REST|009 *B1 ~REST -288.42 0.00 516.61 0.00 -8984.41 0.00 -288.42 0.00 516.61 0.00 -8984.41 0.00 REST|010 *B2 ~REST -111.58 0.00 -116.61 0.00 -2676.44 0.00 -111.58 0.00 -116.61 0.00 -2676.44 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- B1 *B1 *M0 ~BRACE BCOMP 0.00 17.09 0.00 1.06 0.00 -24.26 0.00 0.0000 50.00 17.09 0.00 1.06 0.00 13.16 0.00 0.0000 100.00 17.09 0.00 1.06 0.00 50.58 0.00 0.0000 B2 *T1 *M0 ~BRACE BCOMP 0.00 -39.00 0.00 -5.82 0.00 302.91 0.00 0.0000 50.00 -39.00 0.00 -5.82 0.00 97.06 0.00 0.0000 100.00 -39.00 0.00 -5.82 0.00 -108.79 0.00 0.0000 B3 *T2 *M0 ~BRACE BCOMP 0.00 10.18 0.00 0.91 0.00 -70.52 0.00 0.0000 50.00 10.18 0.00 0.91 0.00 -38.42 0.00 0.0000 100.00 10.18 0.00 0.91 0.00 -6.32 0.00 0.0000 B4 *B2 *M0 ~BRACE BCOMP 0.00 -40.97 0.00 -1.09 0.00 25.35 0.00 0.0000 50.00 -40.97 0.00 -1.09 0.00 -13.27 0.00 0.0000 100.00 -40.97 0.00 -1.09 0.00 -51.89 0.00 0.0000 MEMB|001 *B1 *B2 ~MEMBER BCOMP 0.00 -0.00 0.00 0.66 0.00 -39.35 0.00 0.0000 50.00 -0.00 0.00 0.66 0.00 -6.23 0.00 0.0000 100.00 -0.00 0.00 0.66 0.00 26.90 0.00 0.0000 MEMB|002 *B2 *T2 ~MEMBER BCOMP 0.00 147.01 83.39 0.00 0.00 0.00 2728.55 0.0000 50.00 147.01 83.39 0.00 0.00 0.00 -1440.71 0.0000 100.00 147.01 83.39 0.00 0.00 0.00 -5609.97 0.0000 MEMB|003 *T2 *T1 ~MEMBER BCOMP 0.00 -91.23 0.00 353.57 0.00 -14318.92 0.00 0.0000 50.00 -91.23 0.00 353.57 0.00 3359.25 0.00 0.0000 100.00 -91.23 0.00 353.57 0.00 21037.42 0.00 0.0000 MEMB|004 *T1 *B1 ~MEMBER BCOMP 0.00 -530.11 277.08 0.00 0.00 0.00 18659.20 0.0000 50.00 -530.11 277.08 0.00 0.00 0.00 4805.59 0.0000 100.00 -530.11 277.08 0.00 0.00 0.00 -9048.02 0.0000 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S B E A M C H E C K D E T A I L +++ =============================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified /- KL/R --/ /------- Stresses/Allowable (Ksi) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B1 *B1 *M0 ~BRACE BCOMP 81.3 162.7 0.00 0.37 -0.87 0.00 0.00 0.05 0.05 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 81.3 162.7 50.00 0.37 0.47 0.00 0.00 0.05 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 81.3 162.7 100.00 0.37 1.81 0.00 0.00 0.05 0.09 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B2 *T1 *M0 ~BRACE BCOMP 81.3 81.3 0.00 -0.84 10.81 0.00 0.00 -0.25 0.46 Eq. 3.3.1-2 1.133 1.133 15.21 25.57 25.57 14.40 14.40 81.3 81.3 50.00 -0.84 3.46 0.00 0.00 -0.25 0.17 Eq. 3.3.1-2 1.133 1.133 15.21 25.57 25.57 14.40 14.40 81.3 81.3 100.00 -0.84 -3.88 0.00 0.00 -0.25 0.19 Eq. 3.3.1-2 1.133 1.133 15.21 25.57 25.57 14.40 14.40 B3 *T2 *M0 ~BRACE BCOMP 81.3 162.7 0.00 0.22 -2.52 0.00 0.00 0.04 0.11 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 81.3 162.7 50.00 0.22 -1.37 0.00 0.00 0.04 0.06 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 81.3 162.7 100.00 0.22 -0.23 0.00 0.00 0.04 0.02 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 B4 *B2 *M0 ~BRACE BCOMP 81.3 81.3 0.00 -0.88 0.90 0.00 0.00 -0.05 0.08 Eq. 3.3.1-2 1.130 1.130 15.21 25.57 25.57 14.40 14.40 81.3 81.3 50.00 -0.88 -0.47 0.00 0.00 -0.05 0.06 Eq. 3.3.1-2 1.130 1.130 15.21 25.57 25.57 14.40 14.40 81.3 81.3 100.00 -0.88 -1.85 0.00 0.00 -0.05 0.11 Eq. 3.3.1-2 1.130 1.130 15.21 25.57 25.57 14.40 14.40 MEMB|001 *B1 *B2 ~MEMBER BCOMP 38.3 38.3 0.00 -0.00 -0.05 0.00 0.00 0.00 0.00 Eq. 3.3.1-2 1.176 1.176 19.32 25.57 25.57 14.40 14.40 38.3 38.3 50.00 -0.00 -0.01 0.00 0.00 0.00 0.00 Eq. 3.3.1-2 1.176 1.176 19.32 25.57 25.57 14.40 14.40 38.3 38.3 100.00 -0.00 0.04 0.00 0.00 0.00 0.00 Eq. 3.3.1-2 1.176 1.176 19.32 25.57 25.57 14.40 14.40 MEMB|002 *B2 *T2 ~MEMBER BCOMP 38.3 38.3 0.00 0.35 0.00 -3.61 0.40 0.00 0.16 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 38.3 38.3 50.00 0.35 0.00 1.90 0.40 0.00 0.09 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 38.3 38.3 100.00 0.35 0.00 7.42 0.40 0.00 0.31 Eq. 3.3.1-2 1.000 1.000 21.60 25.57 25.57 14.40 14.40 MEMB|003 *T2 *T1 ~MEMBER BCOMP 38.3 38.3 0.00 -0.22 -18.93 0.00 0.00 1.70 0.75 Eq. 3.3.1-2 1.174 1.174 19.32 25.57 25.57 14.40 14.40 38.3 38.3 50.00 -0.22 4.44 0.00 0.00 1.70 0.18 Eq. 3.3.1-2 1.174 1.174 19.32 25.57 25.57 14.40 14.40 38.3 38.3 100.00 -0.22 27.82 0.00 0.00 1.70 1.10 Eq. 3.3.1-2 1.174 1.174 19.32 25.57 25.57 14.40 14.40 MEMB|004 *T1 *B1 ~MEMBER BCOMP 38.3 38.3 0.00 -1.27 0.00 -24.67 1.33 0.00 1.02 Eq. 3.3.1-2 1.162 1.162 19.32 25.57 25.57 14.40 14.40 38.3 38.3 50.00 -1.27 0.00 -6.35 1.33 0.00 0.31 Eq. 3.3.1-2 1.162 1.162 19.32 25.57 25.57 14.40 14.40 38.3 38.3 100.00 -1.27 0.00 11.96 1.33 0.00 0.53 Eq. 3.3.1-2 1.162 1.162 19.32 25.57 25.57 14.40 14.40 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 1 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 2 BEAM LOADS DETAIL . . . . . . . . . . . . . . . . . . 3 WS BEAM CHECK DETAIL . . . . . . . . . . . . . . . . . 4 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 5