Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 1 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|001 *00001 *00002 ~TUBE P0001.00 0.00 -319.88 0.00 2132.44 -0.00 -1062.72 -0.00 0.0000 TUBE|002 *00002 *00003 ~TUBE P0001.00 0.00 -319.88 0.00 -2132.44 -0.00 425417.50 -0.00 0.0000 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 2 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|001 *00001 *00002 ~TUBE P0001.00 0.00 -319.88 -0.00 2132.44 -0.00 -1062.54 -0.00 0.0000 TUBE|002 *00002 *00003 ~TUBE P0001.00 0.00 -319.88 0.00 0.00 -0.00 283258.63 -0.00 0.0000 TUBE|003 *00003 *00004 ~TUBE P0001.00 0.00 -319.88 -0.00 -2132.43 -0.00 283255.00 -0.00 0.0000 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 8 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|001 *00001 *00002 ~TUBE P0001.00 0.00 -319.88 0.00 1137.30 -0.00 -1064.07 0.01 0.0000 TUBE|002 *00002 *00003 ~TUBE P0001.00 0.00 -319.88 0.00 852.97 -0.00 49482.04 0.01 0.0000 TUBE|003 *00003 *00004 ~TUBE P0001.00 0.00 -319.88 0.00 568.65 -0.00 87391.45 0.00 0.0000 TUBE|004 *00004 *00005 ~TUBE P0001.00 0.00 -319.88 0.00 284.33 -0.00 112664.06 0.00 0.0000 TUBE|005 *00005 *00006 ~TUBE P0001.00 0.00 -319.88 0.00 0.00 -0.00 125300.42 0.00 0.0000 TUBE|006 *00006 *00007 ~TUBE P0001.00 0.00 -319.88 0.00 -284.33 -0.00 125299.97 0.00 0.0000 TUBE|007 *00007 *00008 ~TUBE P0001.00 0.00 -319.88 0.00 -568.66 -0.00 112662.93 0.00 0.0000 TUBE|008 *00008 *00009 ~TUBE P0001.00 0.00 -319.88 0.00 -852.98 -0.00 87388.40 0.00 0.0000 TUBE|009 *00009 *00010 ~TUBE P0001.00 0.00 -319.88 0.00 -1137.30 -0.00 49478.09 -0.00 0.0000 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 15 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|001 *00001 *00002 ~TUBE P0001.00 0.00 -319.88 0.00 705.59 -0.00 -1065.10 0.00 0.0000 TUBE|002 *00002 *00003 ~TUBE P0001.00 0.00 -319.88 0.00 611.51 -0.00 16574.38 0.00 0.0000 TUBE|003 *00003 *00004 ~TUBE P0001.00 0.00 -319.88 0.00 517.43 -0.00 31861.92 0.00 0.0000 TUBE|004 *00004 *00005 ~TUBE P0001.00 0.00 -319.88 0.00 423.35 -0.00 44797.49 0.00 0.0000 TUBE|005 *00005 *00006 ~TUBE P0001.00 0.00 -319.88 0.00 329.28 -0.00 55381.13 0.00 0.0000 TUBE|006 *00006 *00007 ~TUBE P0001.00 0.00 -319.88 0.00 235.19 -0.00 63612.79 -0.00 0.0000 TUBE|007 *00007 *00008 ~TUBE P0001.00 0.00 -319.88 0.00 141.12 -0.00 69492.53 -0.00 0.0000 TUBE|008 *00008 *00009 ~TUBE P0001.00 0.00 -319.88 0.00 47.04 -0.00 73020.39 -0.00 0.0000 TUBE|009 *00009 *00010 ~TUBE P0001.00 0.00 -319.88 0.00 -47.04 -0.00 74196.17 -0.00 0.0000 TUBE|010 *00010 *00011 ~TUBE P0001.00 0.00 -319.88 -0.00 -141.11 -0.00 73019.58 -0.00 0.0000 TUBE|011 *00011 *00012 ~TUBE P0001.00 0.00 -319.88 0.00 -235.20 -0.00 69491.97 -0.00 0.0000 TUBE|012 *00012 *00013 ~TUBE P0001.00 0.00 -319.88 -0.00 -329.27 -0.00 63612.06 -0.00 0.0000 TUBE|013 *00013 *00014 ~TUBE P0001.00 0.00 -319.88 -0.00 -423.32 -0.00 55379.63 -0.00 0.0000 TUBE|014 *00014 *00015 ~TUBE P0001.00 0.00 -319.88 0.00 -517.43 -0.00 44796.13 -0.00 0.0000 TUBE|015 *00015 *00016 ~TUBE P0001.00 0.00 -319.88 0.00 -611.54 -0.00 31860.37 -0.00 0.0000 TUBE|016 *00016 *00017 ~TUBE P0001.00 0.00 -319.88 0.00 -705.55 -0.00 16571.68 -0.00 0.0000 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 31 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|001 *00001 *00002 ~TUBE P0001.00 0.01 -319.88 -0.00 375.60 -0.00 -1065.63 -0.00 0.0000 TUBE|002 *00002 *00003 ~TUBE P0001.00 0.01 -319.88 -0.00 351.37 -0.00 3629.33 -0.00 0.0000 TUBE|003 *00003 *00004 ~TUBE P0001.00 0.01 -319.88 -0.00 327.14 -0.00 8021.38 -0.00 0.0000 TUBE|004 *00004 *00005 ~TUBE P0001.00 0.01 -319.88 -0.00 302.90 -0.00 12110.53 -0.00 0.0000 TUBE|005 *00005 *00006 ~TUBE P0001.00 0.01 -319.88 -0.00 278.67 -0.00 15896.77 -0.00 0.0000 TUBE|006 *00006 *00007 ~TUBE P0001.00 0.01 -319.88 -0.00 254.44 -0.00 19380.11 -0.00 0.0000 TUBE|007 *00007 *00008 ~TUBE P0001.00 0.01 -319.88 -0.00 230.21 -0.00 22560.55 -0.00 0.0000 TUBE|008 *00008 *00009 ~TUBE P0001.00 0.01 -319.88 -0.00 205.97 -0.00 25438.11 -0.00 0.0000 TUBE|009 *00009 *00010 ~TUBE P0001.00 0.01 -319.88 -0.00 181.74 -0.00 28012.71 -0.00 0.0000 TUBE|010 *00010 *00011 ~TUBE P0001.00 0.01 -319.88 -0.00 157.51 -0.00 30284.45 -0.00 0.0000 TUBE|011 *00011 *00012 ~TUBE P0001.00 0.01 -319.88 -0.00 133.28 -0.00 32253.28 -0.00 0.0000 TUBE|012 *00012 *00013 ~TUBE P0001.00 0.01 -319.88 -0.00 109.04 -0.00 33919.26 -0.00 0.0000 TUBE|013 *00013 *00014 ~TUBE P0001.00 0.01 -319.88 -0.00 84.81 -0.00 35282.20 -0.00 0.0000 TUBE|014 *00014 *00015 ~TUBE P0001.00 0.01 -319.88 -0.00 60.59 -0.00 36342.38 -0.00 0.0000 TUBE|015 *00015 *00016 ~TUBE P0001.00 0.01 -319.88 -0.00 36.34 -0.00 37099.57 -0.00 0.0000 TUBE|016 *00016 *00017 ~TUBE P0001.00 0.01 -319.88 -0.00 12.12 -0.00 37553.97 -0.00 0.0000 TUBE|017 *00017 *00018 ~TUBE P0001.00 0.01 -319.88 -0.00 -12.11 -0.00 37705.22 -0.00 0.0000 TUBE|018 *00018 *00019 ~TUBE P0001.00 0.01 -319.88 -0.00 -36.35 -0.00 37553.76 -0.00 0.0000 TUBE|019 *00019 *00020 ~TUBE P0001.00 0.01 -319.88 -0.00 -60.59 -0.00 37099.54 -0.00 0.0000 TUBE|020 *00020 *00021 ~TUBE P0001.00 0.01 -319.88 -0.00 -84.79 -0.00 36342.10 -0.00 0.0000 TUBE|021 *00021 *00022 ~TUBE P0001.00 0.01 -319.88 -0.00 -109.07 -0.00 35282.04 -0.00 0.0000 TUBE|022 *00022 *00023 ~TUBE P0001.00 0.01 -319.88 -0.00 -133.26 -0.00 33918.77 -0.00 0.0000 TUBE|023 *00023 *00024 ~TUBE P0001.00 0.01 -319.88 -0.00 -157.51 -0.00 32253.08 -0.00 0.0000 TUBE|024 *00024 *00025 ~TUBE P0001.00 0.01 -319.88 -0.00 -181.71 -0.00 30283.60 -0.00 0.0000 TUBE|025 *00025 *00026 ~TUBE P0001.00 0.01 -319.88 -0.00 -205.98 -0.00 28012.37 -0.00 0.0000 TUBE|026 *00026 *00027 ~TUBE P0001.00 0.01 -319.88 -0.00 -230.22 -0.00 25437.31 -0.00 0.0000 TUBE|027 *00027 *00028 ~TUBE P0001.00 0.01 -319.88 -0.00 -254.44 -0.00 22559.83 -0.00 0.0000 TUBE|028 *00028 *00029 ~TUBE P0001.00 0.01 -319.88 -0.00 -278.68 -0.00 19379.35 -0.00 0.0000 TUBE|029 *00029 *00030 ~TUBE P0001.00 0.01 -319.88 -0.00 -302.86 -0.00 15895.75 -0.00 0.0000 TUBE|030 *00030 *00031 ~TUBE P0001.00 0.01 -319.88 -0.00 -327.15 -0.00 12109.81 -0.00 0.0000 TUBE|031 *00031 *00032 ~TUBE P0001.00 0.01 -319.88 0.00 -351.35 -0.00 8019.96 -0.00 0.0000 TUBE|032 *00032 *00033 ~TUBE P0001.00 0.01 -319.88 0.00 -375.63 -0.00 3628.56 -0.00 0.0000 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 63 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|001 *00001 *00002 ~TUBE P0001.00 0.01 -319.88 0.00 193.76 -0.00 -1065.93 -0.00 0.0000 TUBE|002 *00002 *00003 ~TUBE P0001.00 0.01 -319.88 0.00 187.61 -0.00 145.08 -0.00 0.0000 TUBE|003 *00003 *00004 ~TUBE P0001.00 0.01 -319.88 0.00 181.46 -0.00 1317.66 -0.00 0.0000 TUBE|004 *00004 *00005 ~TUBE P0001.00 0.01 -319.88 0.00 175.31 -0.00 2451.78 -0.00 0.0000 TUBE|005 *00005 *00006 ~TUBE P0001.00 0.01 -319.88 0.00 169.16 -0.00 3547.47 -0.00 0.0000 TUBE|006 *00006 *00007 ~TUBE P0001.00 0.01 -319.88 0.00 163.01 -0.00 4604.70 -0.00 0.0000 TUBE|007 *00007 *00008 ~TUBE P0001.00 0.01 -319.88 -0.00 156.86 -0.00 5623.49 -0.00 0.0000 TUBE|008 *00008 *00009 ~TUBE P0001.00 0.01 -319.88 -0.00 150.71 -0.00 6603.84 -0.00 0.0000 TUBE|009 *00009 *00010 ~TUBE P0001.00 0.01 -319.88 -0.00 144.55 -0.00 7545.74 -0.00 0.0000 TUBE|010 *00010 *00011 ~TUBE P0001.00 0.01 -319.88 -0.00 138.40 -0.00 8449.20 -0.00 0.0000 TUBE|011 *00011 *00012 ~TUBE P0001.00 0.01 -319.88 0.00 132.25 -0.00 9314.21 -0.00 0.0000 TUBE|012 *00012 *00013 ~TUBE P0001.00 0.01 -319.88 -0.00 126.10 -0.00 10140.77 -0.00 0.0000 TUBE|013 *00013 *00014 ~TUBE P0001.00 0.01 -319.88 0.00 119.95 -0.00 10928.89 -0.00 0.0000 TUBE|014 *00014 *00015 ~TUBE P0001.00 0.01 -319.88 0.00 113.80 -0.00 11678.57 -0.00 0.0000 TUBE|015 *00015 *00016 ~TUBE P0001.00 0.01 -319.88 0.00 107.65 -0.00 12389.80 -0.00 0.0000 TUBE|016 *00016 *00017 ~TUBE P0001.00 0.01 -319.88 0.00 101.50 -0.00 13062.58 -0.00 0.0000 TUBE|017 *00017 *00018 ~TUBE P0001.00 0.01 -319.88 0.00 95.35 -0.00 13696.91 -0.00 0.0000 TUBE|018 *00018 *00019 ~TUBE P0001.00 0.01 -319.88 0.00 89.19 -0.00 14292.82 -0.00 0.0000 TUBE|019 *00019 *00020 ~TUBE P0001.00 0.01 -319.88 0.00 83.04 -0.00 14850.26 -0.00 0.0000 TUBE|020 *00020 *00021 ~TUBE P0001.00 0.01 -319.88 0.00 76.89 -0.00 15369.25 -0.00 0.0000 TUBE|021 *00021 *00022 ~TUBE P0001.00 0.01 -319.88 0.00 70.74 -0.00 15849.82 -0.00 0.0000 TUBE|022 *00022 *00023 ~TUBE P0001.00 0.01 -319.88 0.00 64.59 -0.00 16291.94 -0.00 0.0000 TUBE|023 *00023 *00024 ~TUBE P0001.00 0.01 -319.88 0.00 58.44 -0.00 16695.60 -0.00 0.0000 TUBE|024 *00024 *00025 ~TUBE P0001.00 0.01 -319.88 0.00 52.28 -0.00 17060.81 -0.00 0.0000 TUBE|025 *00025 *00026 ~TUBE P0001.00 0.01 -319.88 0.00 46.14 -0.00 17387.58 -0.00 0.0000 TUBE|026 *00026 *00027 ~TUBE P0001.00 0.01 -319.88 0.00 39.98 -0.00 17675.91 -0.00 0.0000 TUBE|027 *00027 *00028 ~TUBE P0001.00 0.01 -319.88 0.00 33.83 -0.00 17925.80 -0.00 0.0000 TUBE|028 *00028 *00029 ~TUBE P0001.00 0.01 -319.88 0.00 27.68 -0.00 18137.23 -0.00 0.0000 TUBE|029 *00029 *00030 ~TUBE P0001.00 0.01 -319.88 0.00 21.53 -0.00 18310.25 -0.00 0.0000 TUBE|030 *00030 *00031 ~TUBE P0001.00 0.01 -319.88 0.00 15.38 -0.00 18444.79 -0.00 0.0000 TUBE|031 *00031 *00032 ~TUBE P0001.00 0.01 -319.88 0.00 9.22 -0.00 18540.90 -0.00 0.0000 TUBE|032 *00032 *00033 ~TUBE P0001.00 0.01 -319.88 0.00 3.08 -0.00 18598.59 -0.00 0.0000 TUBE|033 *00033 *00034 ~TUBE P0001.00 0.01 -319.88 0.00 -3.07 -0.00 18617.75 -0.00 0.0000 TUBE|034 *00034 *00035 ~TUBE P0001.00 0.01 -319.88 0.00 -9.22 -0.00 18598.45 -0.00 0.0000 TUBE|035 *00035 *00036 ~TUBE P0001.00 0.01 -319.88 0.00 -15.39 -0.00 18540.86 -0.00 0.0000 TUBE|036 *00036 *00037 ~TUBE P0001.00 0.01 -319.88 0.00 -21.52 -0.00 18444.73 -0.00 0.0000 TUBE|037 *00037 *00038 ~TUBE P0001.00 0.01 -319.88 0.00 -27.68 -0.00 18310.14 -0.00 0.0000 TUBE|038 *00038 *00039 ~TUBE P0001.00 0.01 -319.88 0.00 -33.83 -0.00 18137.14 -0.00 0.0000 TUBE|039 *00039 *00040 ~TUBE P0001.00 0.01 -319.88 0.00 -39.97 -0.00 17925.63 -0.00 0.0000 TUBE|040 *00040 *00041 ~TUBE P0001.00 0.01 -319.88 0.00 -46.15 -0.00 17675.84 -0.00 0.0000 TUBE|041 *00041 *00042 ~TUBE P0001.00 0.01 -319.88 0.00 -52.29 -0.00 17387.46 -0.00 0.0000 TUBE|042 *00042 *00043 ~TUBE P0001.00 0.01 -319.88 0.00 -58.44 -0.00 17060.62 -0.00 0.0000 TUBE|043 *00043 *00044 ~TUBE P0001.00 0.01 -319.88 0.00 -64.59 -0.00 16695.45 -0.00 0.0000 TUBE|044 *00044 *00045 ~TUBE P0001.00 0.01 -319.88 0.00 -70.74 -0.00 16291.73 -0.00 0.0000 TUBE|045 *00045 *00046 ~TUBE P0001.00 0.01 -319.88 0.00 -76.90 -0.00 15849.56 -0.00 0.0000 TUBE|046 *00046 *00047 ~TUBE P0001.00 0.01 -319.88 0.00 -83.01 -0.00 15368.97 -0.00 0.0000 TUBE|047 *00047 *00048 ~TUBE P0001.00 0.01 -319.88 0.00 -89.19 -0.00 14850.01 -0.00 0.0000 TUBE|048 *00048 *00049 ~TUBE P0001.00 0.01 -319.88 0.00 -95.36 -0.00 14292.59 -0.00 0.0000 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 63 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|049 *00049 *00050 ~TUBE P0001.00 0.01 -319.88 0.00 -101.49 -0.00 13696.58 -0.00 0.0000 TUBE|050 *00050 *00051 ~TUBE P0001.00 0.01 -319.88 0.00 -107.65 -0.00 13062.37 -0.00 0.0000 TUBE|051 *00051 *00052 ~TUBE P0001.00 0.01 -319.88 0.00 -113.81 -0.00 12389.36 -0.00 0.0000 TUBE|052 *00052 *00053 ~TUBE P0001.00 0.01 -319.88 0.00 -119.97 -0.00 11678.28 -0.00 0.0000 TUBE|053 *00053 *00054 ~TUBE P0001.00 0.01 -319.88 0.00 -126.05 -0.00 10928.39 -0.00 0.0000 TUBE|054 *00054 *00055 ~TUBE P0001.00 0.01 -319.88 0.00 -132.23 -0.00 10140.43 -0.00 0.0000 TUBE|055 *00055 *00056 ~TUBE P0001.00 0.01 -319.88 0.00 -138.42 -0.00 9313.97 -0.00 0.0000 TUBE|056 *00056 *00057 ~TUBE P0001.00 0.01 -319.88 0.00 -144.56 -0.00 8448.80 -0.00 0.0000 TUBE|057 *00057 *00058 ~TUBE P0001.00 0.01 -319.88 0.00 -150.73 -0.00 7545.12 -0.00 0.0000 TUBE|058 *00058 *00059 ~TUBE P0001.00 0.01 -319.88 -0.00 -156.80 -0.00 6603.45 -0.00 0.0000 TUBE|059 *00059 *00060 ~TUBE P0001.00 0.01 -319.88 0.00 -163.03 -0.00 5623.11 -0.00 0.0000 TUBE|060 *00060 *00061 ~TUBE P0001.00 0.01 -319.88 0.00 -169.19 -0.00 4604.03 -0.00 0.0000 TUBE|061 *00061 *00062 ~TUBE P0001.00 0.01 -319.88 0.00 -175.34 -0.00 3547.02 -0.00 0.0000 TUBE|062 *00062 *00063 ~TUBE P0001.00 0.01 -319.88 -0.00 -181.42 -0.00 2451.10 -0.00 0.0000 TUBE|063 *00063 *00064 ~TUBE P0001.00 0.01 -319.88 0.00 -187.64 -0.00 1317.34 -0.00 0.0000 TUBE|064 *00064 *00065 ~TUBE P0001.00 0.01 -319.88 0.00 -193.68 -0.00 144.42 -0.00 0.0000 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 127 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|001 *00001 *00002 ~TUBE P0001.00 0.03 -319.88 0.00 98.41 -0.00 -1066.08 0.00 0.0000 TUBE|002 *00002 *00003 ~TUBE P0001.00 0.03 -319.88 0.00 96.86 -0.00 -758.56 0.00 0.0000 TUBE|003 *00003 *00004 ~TUBE P0001.00 0.03 -319.88 0.00 95.31 -0.00 -455.88 0.00 0.0000 TUBE|004 *00004 *00005 ~TUBE P0001.00 0.03 -319.88 0.00 93.76 -0.00 -158.04 0.00 0.0000 TUBE|005 *00005 *00006 ~TUBE P0001.00 0.03 -319.88 0.00 92.21 -0.00 134.96 0.00 0.0000 TUBE|006 *00006 *00007 ~TUBE P0001.00 0.03 -319.88 0.00 90.66 -0.00 423.11 0.00 0.0000 TUBE|007 *00007 *00008 ~TUBE P0001.00 0.03 -319.88 0.00 89.11 -0.00 706.41 0.00 0.0000 TUBE|008 *00008 *00009 ~TUBE P0001.00 0.03 -319.88 0.00 87.56 -0.00 984.88 0.00 0.0000 TUBE|009 *00009 *00010 ~TUBE P0001.00 0.03 -319.88 0.00 86.01 -0.00 1258.50 0.00 0.0000 TUBE|010 *00010 *00011 ~TUBE P0001.00 0.03 -319.88 0.00 84.46 -0.00 1527.28 0.00 0.0000 TUBE|011 *00011 *00012 ~TUBE P0001.00 0.03 -319.88 0.00 82.91 -0.00 1791.22 0.00 0.0000 TUBE|012 *00012 *00013 ~TUBE P0001.00 0.03 -319.88 0.00 81.36 -0.00 2050.31 0.00 0.0000 TUBE|013 *00013 *00014 ~TUBE P0001.00 0.03 -319.88 0.00 79.81 -0.00 2304.56 0.00 0.0000 TUBE|014 *00014 *00015 ~TUBE P0001.00 0.03 -319.88 0.00 78.26 -0.00 2553.97 0.00 0.0000 TUBE|015 *00015 *00016 ~TUBE P0001.00 0.03 -319.88 0.00 76.71 -0.00 2798.53 0.00 0.0000 TUBE|016 *00016 *00017 ~TUBE P0001.00 0.03 -319.88 0.00 75.16 -0.00 3038.26 0.00 0.0000 TUBE|017 *00017 *00018 ~TUBE P0001.00 0.03 -319.88 0.00 73.61 -0.00 3273.13 0.00 0.0000 TUBE|018 *00018 *00019 ~TUBE P0001.00 0.03 -319.88 0.00 72.06 -0.00 3503.17 0.00 0.0000 TUBE|019 *00019 *00020 ~TUBE P0001.00 0.03 -319.88 0.00 70.51 -0.00 3728.36 0.00 0.0000 TUBE|020 *00020 *00021 ~TUBE P0001.00 0.03 -319.88 0.00 68.96 -0.00 3948.71 0.00 0.0000 TUBE|021 *00021 *00022 ~TUBE P0001.00 0.03 -319.88 0.00 67.41 -0.00 4164.22 0.00 0.0000 TUBE|022 *00022 *00023 ~TUBE P0001.00 0.03 -319.88 0.00 65.86 -0.00 4374.88 0.00 0.0000 TUBE|023 *00023 *00024 ~TUBE P0001.00 0.03 -319.88 0.00 64.31 -0.00 4580.70 0.00 0.0000 TUBE|024 *00024 *00025 ~TUBE P0001.00 0.03 -319.88 0.00 62.76 -0.00 4781.68 0.00 0.0000 TUBE|025 *00025 *00026 ~TUBE P0001.00 0.03 -319.88 0.00 61.21 -0.00 4977.82 0.00 0.0000 TUBE|026 *00026 *00027 ~TUBE P0001.00 0.03 -319.88 0.00 59.67 -0.00 5169.11 0.00 0.0000 TUBE|027 *00027 *00028 ~TUBE P0001.00 0.03 -319.88 0.00 58.11 -0.00 5355.56 0.00 0.0000 TUBE|028 *00028 *00029 ~TUBE P0001.00 0.03 -319.88 0.00 56.56 -0.00 5537.17 0.00 0.0000 TUBE|029 *00029 *00030 ~TUBE P0001.00 0.03 -319.88 0.00 55.02 -0.00 5713.94 0.00 0.0000 TUBE|030 *00030 *00031 ~TUBE P0001.00 0.03 -319.88 0.00 53.47 -0.00 5885.85 0.00 0.0000 TUBE|031 *00031 *00032 ~TUBE P0001.00 0.03 -319.88 0.00 51.92 -0.00 6052.93 0.00 0.0000 TUBE|032 *00032 *00033 ~TUBE P0001.00 0.03 -319.88 0.00 50.37 -0.00 6215.17 0.00 0.0000 TUBE|033 *00033 *00034 ~TUBE P0001.00 0.03 -319.88 0.00 48.82 -0.00 6372.56 0.00 0.0000 TUBE|034 *00034 *00035 ~TUBE P0001.00 0.03 -319.88 0.00 47.27 -0.00 6525.10 0.00 0.0000 TUBE|035 *00035 *00036 ~TUBE P0001.00 0.03 -319.88 0.00 45.72 -0.00 6672.82 0.00 0.0000 TUBE|036 *00036 *00037 ~TUBE P0001.00 0.03 -319.88 0.00 44.17 -0.00 6815.68 0.00 0.0000 TUBE|037 *00037 *00038 ~TUBE P0001.00 0.03 -319.88 0.00 42.62 -0.00 6953.70 0.00 0.0000 TUBE|038 *00038 *00039 ~TUBE P0001.00 0.03 -319.88 0.00 41.07 -0.00 7086.88 0.00 0.0000 TUBE|039 *00039 *00040 ~TUBE P0001.00 0.03 -319.88 0.00 39.52 -0.00 7215.21 0.00 0.0000 TUBE|040 *00040 *00041 ~TUBE P0001.00 0.03 -319.88 0.00 37.97 -0.00 7338.69 0.00 0.0000 TUBE|041 *00041 *00042 ~TUBE P0001.00 0.03 -319.88 0.00 36.42 -0.00 7457.36 0.00 0.0000 TUBE|042 *00042 *00043 ~TUBE P0001.00 0.03 -319.88 0.00 34.87 -0.00 7571.14 0.00 0.0000 TUBE|043 *00043 *00044 ~TUBE P0001.00 0.03 -319.88 0.00 33.32 -0.00 7680.12 0.00 0.0000 TUBE|044 *00044 *00045 ~TUBE P0001.00 0.03 -319.88 0.00 31.77 -0.00 7784.23 0.00 0.0000 TUBE|045 *00045 *00046 ~TUBE P0001.00 0.03 -319.88 0.00 30.22 -0.00 7883.52 0.00 0.0000 TUBE|046 *00046 *00047 ~TUBE P0001.00 0.03 -319.88 0.00 28.67 -0.00 7977.95 0.00 0.0000 TUBE|047 *00047 *00048 ~TUBE P0001.00 0.03 -319.88 0.00 27.12 -0.00 8067.55 0.00 0.0000 TUBE|048 *00048 *00049 ~TUBE P0001.00 0.03 -319.88 0.00 25.57 -0.00 8152.27 0.00 0.0000 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 127 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|049 *00049 *00050 ~TUBE P0001.00 0.03 -319.88 0.00 24.02 -0.00 8232.20 0.00 0.0000 TUBE|050 *00050 *00051 ~TUBE P0001.00 0.03 -319.88 0.00 22.47 -0.00 8307.26 0.00 0.0000 TUBE|051 *00051 *00052 ~TUBE P0001.00 0.03 -319.88 0.00 20.92 -0.00 8377.50 0.00 0.0000 TUBE|052 *00052 *00053 ~TUBE P0001.00 0.03 -319.88 0.00 19.37 -0.00 8442.86 0.00 0.0000 TUBE|053 *00053 *00054 ~TUBE P0001.00 0.03 -319.88 0.00 17.82 -0.00 8503.40 0.00 0.0000 TUBE|054 *00054 *00055 ~TUBE P0001.00 0.03 -319.88 0.00 16.27 -0.00 8559.04 0.00 0.0000 TUBE|055 *00055 *00056 ~TUBE P0001.00 0.03 -319.88 0.00 14.73 -0.00 8609.93 -0.00 0.0000 TUBE|056 *00056 *00057 ~TUBE P0001.00 0.03 -319.88 0.00 13.17 -0.00 8655.93 -0.00 0.0000 TUBE|057 *00057 *00058 ~TUBE P0001.00 0.03 -319.88 0.00 11.62 -0.00 8697.10 -0.00 0.0000 TUBE|058 *00058 *00059 ~TUBE P0001.00 0.03 -319.88 0.00 10.07 -0.00 8733.42 -0.00 0.0000 TUBE|059 *00059 *00060 ~TUBE P0001.00 0.03 -319.88 0.00 8.52 -0.00 8764.88 -0.00 0.0000 TUBE|060 *00060 *00061 ~TUBE P0001.00 0.03 -319.88 0.00 6.98 -0.00 8791.50 -0.00 0.0000 TUBE|061 *00061 *00062 ~TUBE P0001.00 0.03 -319.88 0.00 5.43 -0.00 8813.32 -0.00 0.0000 TUBE|062 *00062 *00063 ~TUBE P0001.00 0.03 -319.88 0.00 3.87 -0.00 8830.25 -0.00 0.0000 TUBE|063 *00063 *00064 ~TUBE P0001.00 0.03 -319.88 0.00 2.33 -0.00 8842.36 -0.00 0.0000 TUBE|064 *00064 *00065 ~TUBE P0001.00 0.03 -319.88 0.00 0.77 -0.00 8849.63 -0.00 0.0000 TUBE|065 *00065 *00066 ~TUBE P0001.00 0.03 -319.88 0.00 -0.77 -0.00 8852.02 -0.00 0.0000 TUBE|066 *00066 *00067 ~TUBE P0001.00 0.03 -319.88 0.00 -2.32 -0.00 8849.64 -0.00 0.0000 TUBE|067 *00067 *00068 ~TUBE P0001.00 0.03 -319.88 0.00 -3.88 -0.00 8842.39 -0.00 0.0000 TUBE|068 *00068 *00069 ~TUBE P0001.00 0.03 -319.88 0.00 -5.42 -0.00 8830.20 -0.00 0.0000 TUBE|069 *00069 *00070 ~TUBE P0001.00 0.03 -319.88 0.00 -6.99 -0.00 8813.33 -0.00 0.0000 TUBE|070 *00070 *00071 ~TUBE P0001.00 0.03 -319.88 0.00 -8.51 -0.00 8791.51 -0.00 0.0000 TUBE|071 *00071 *00072 ~TUBE P0001.00 0.03 -319.88 0.00 -10.08 -0.00 8764.83 -0.00 0.0000 TUBE|072 *00072 *00073 ~TUBE P0001.00 0.03 -319.88 0.00 -11.63 -0.00 8733.37 -0.00 0.0000 TUBE|073 *00073 *00074 ~TUBE P0001.00 0.03 -319.88 0.00 -13.17 -0.00 8697.05 -0.00 0.0000 TUBE|074 *00074 *00075 ~TUBE P0001.00 0.03 -319.88 0.00 -14.72 -0.00 8655.82 -0.00 0.0000 TUBE|075 *00075 *00076 ~TUBE P0001.00 0.03 -319.88 0.00 -16.28 -0.00 8609.88 -0.00 0.0000 TUBE|076 *00076 *00077 ~TUBE P0001.00 0.03 -319.88 0.00 -17.82 -0.00 8559.01 -0.00 0.0000 TUBE|077 *00077 *00078 ~TUBE P0001.00 0.03 -319.88 0.00 -19.39 -0.00 8503.30 -0.00 0.0000 TUBE|078 *00078 *00079 ~TUBE P0001.00 0.03 -319.88 0.00 -20.92 -0.00 8442.77 -0.00 0.0000 TUBE|079 *00079 *00080 ~TUBE P0001.00 0.03 -319.88 0.00 -22.46 -0.00 8377.44 -0.00 0.0000 TUBE|080 *00080 *00081 ~TUBE P0001.00 0.03 -319.88 0.00 -24.01 -0.00 8307.15 -0.00 0.0000 TUBE|081 *00081 *00082 ~TUBE P0001.00 0.03 -319.88 0.00 -25.58 -0.00 8232.10 -0.00 0.0000 TUBE|082 *00082 *00083 ~TUBE P0001.00 0.03 -319.88 0.00 -27.12 -0.00 8152.14 -0.00 0.0000 TUBE|083 *00083 *00084 ~TUBE P0001.00 0.03 -319.88 0.00 -28.68 -0.00 8067.43 -0.00 0.0000 TUBE|084 *00084 *00085 ~TUBE P0001.00 0.03 -319.88 0.00 -30.21 -0.00 7977.85 -0.00 0.0000 TUBE|085 *00085 *00086 ~TUBE P0001.00 0.03 -319.88 0.00 -31.76 -0.00 7883.43 -0.00 0.0000 TUBE|086 *00086 *00087 ~TUBE P0001.00 0.03 -319.88 0.00 -33.34 -0.00 7784.10 -0.00 0.0000 TUBE|087 *00087 *00088 ~TUBE P0001.00 0.03 -319.88 0.00 -34.84 -0.00 7680.01 -0.00 0.0000 TUBE|088 *00088 *00089 ~TUBE P0001.00 0.03 -319.88 0.00 -36.44 -0.00 7571.05 -0.00 0.0000 TUBE|089 *00089 *00090 ~TUBE P0001.00 0.03 -319.88 0.00 -37.97 -0.00 7457.26 -0.00 0.0000 TUBE|090 *00090 *00091 ~TUBE P0001.00 0.03 -319.88 0.00 -39.53 -0.00 7338.55 -0.00 0.0000 TUBE|091 *00091 *00092 ~TUBE P0001.00 0.03 -319.88 0.00 -41.05 -0.00 7215.09 -0.00 0.0000 TUBE|092 *00092 *00093 ~TUBE P0001.00 0.03 -319.88 0.00 -42.62 -0.00 7086.67 -0.00 0.0000 TUBE|093 *00093 *00094 ~TUBE P0001.00 0.03 -319.88 0.00 -44.16 -0.00 6953.55 -0.00 0.0000 TUBE|094 *00094 *00095 ~TUBE P0001.00 0.03 -319.88 0.00 -45.75 -0.00 6815.59 -0.00 0.0000 TUBE|095 *00095 *00096 ~TUBE P0001.00 0.03 -319.88 0.00 -47.25 -0.00 6672.71 -0.00 0.0000 TUBE|096 *00096 *00097 ~TUBE P0001.00 0.03 -319.88 0.00 -48.84 -0.00 6524.92 -0.00 0.0000 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 127 Beams * * * *************************************************************************************************************** +++ B E A M L O A D S T A N D A R D +++ =========================================== Units Are KSI, Degrees, Feet, and Kips 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- TUBE|097 *00097 *00098 ~TUBE P0001.00 0.03 -319.88 0.00 -50.34 -0.00 6372.42 -0.00 0.0000 TUBE|098 *00098 *00099 ~TUBE P0001.00 0.03 -319.88 0.00 -51.92 -0.00 6215.00 -0.00 0.0000 TUBE|099 *00099 *00100 ~TUBE P0001.00 0.03 -319.88 0.00 -53.45 -0.00 6052.79 -0.00 0.0000 TUBE|100 *00100 *00101 ~TUBE P0001.00 0.03 -319.88 0.00 -55.07 -0.00 5885.70 -0.00 0.0000 TUBE|101 *00101 *00102 ~TUBE P0001.00 0.03 -319.88 0.00 -56.56 -0.00 5713.75 -0.00 0.0000 TUBE|102 *00102 *00103 ~TUBE P0001.00 0.03 -319.88 0.00 -58.10 -0.00 5536.99 -0.00 0.0000 TUBE|103 *00103 *00104 ~TUBE P0001.00 0.03 -319.88 0.00 -59.64 -0.00 5355.24 -0.00 0.0000 TUBE|104 *00104 *00105 ~TUBE P0001.00 0.03 -319.88 0.00 -61.23 -0.00 5169.03 -0.00 0.0000 TUBE|105 *00105 *00106 ~TUBE P0001.00 0.03 -319.88 0.00 -62.78 -0.00 4977.66 -0.00 0.0000 TUBE|106 *00106 *00107 ~TUBE P0001.00 0.03 -319.88 0.00 -64.28 -0.00 4781.32 -0.00 0.0000 TUBE|107 *00107 *00108 ~TUBE P0001.00 0.03 -319.88 0.00 -65.84 -0.00 4580.65 -0.00 0.0000 TUBE|108 *00108 *00109 ~TUBE P0001.00 0.03 -319.88 0.00 -67.48 -0.00 4374.61 -0.00 0.0000 TUBE|109 *00109 *00110 ~TUBE P0001.00 0.03 -319.88 0.00 -68.97 -0.00 4164.03 -0.00 0.0000 TUBE|110 *00110 *00111 ~TUBE P0001.00 0.03 -319.88 0.00 -70.46 -0.00 3948.48 -0.00 0.0000 TUBE|111 *00111 *00112 ~TUBE P0001.00 0.03 -319.88 0.00 -72.10 -0.00 3728.19 -0.00 0.0000 TUBE|112 *00112 *00113 ~TUBE P0001.00 0.03 -319.88 0.00 -73.59 -0.00 3502.90 -0.00 0.0000 TUBE|113 *00113 *00114 ~TUBE P0001.00 0.03 -319.88 0.00 -75.15 -0.00 3272.90 -0.00 0.0000 TUBE|114 *00114 *00115 ~TUBE P0001.00 0.03 -319.88 0.00 -76.74 -0.00 3038.06 -0.00 0.0000 TUBE|115 *00115 *00116 ~TUBE P0001.00 0.03 -319.88 0.00 -78.25 -0.00 2798.35 -0.00 0.0000 TUBE|116 *00116 *00117 ~TUBE P0001.00 0.03 -319.88 0.00 -79.83 -0.00 2553.68 -0.00 0.0000 TUBE|117 *00117 *00118 ~TUBE P0001.00 0.03 -319.88 0.00 -81.31 -0.00 2304.35 -0.00 0.0000 TUBE|118 *00118 *00119 ~TUBE P0001.00 0.03 -319.88 0.00 -82.96 -0.00 2050.06 -0.00 0.0000 TUBE|119 *00119 *00120 ~TUBE P0001.00 0.03 -319.88 0.00 -84.44 -0.00 1790.93 -0.00 0.0000 TUBE|120 *00120 *00121 ~TUBE P0001.00 0.03 -319.88 0.00 -86.07 -0.00 1527.09 -0.00 0.0000 TUBE|121 *00121 *00122 ~TUBE P0001.00 0.03 -319.88 0.00 -87.56 -0.00 1258.18 -0.00 0.0000 TUBE|122 *00122 *00123 ~TUBE P0001.00 0.03 -319.88 0.00 -89.07 -0.00 984.59 -0.00 0.0000 TUBE|123 *00123 *00124 ~TUBE P0001.00 0.03 -319.88 0.00 -90.68 -0.00 706.17 -0.00 0.0000 TUBE|124 *00124 *00125 ~TUBE P0001.00 0.03 -319.88 0.00 -92.21 -0.00 423.01 -0.00 0.0000 TUBE|125 *00125 *00126 ~TUBE P0001.00 0.03 -319.88 0.00 -93.76 -0.00 134.67 -0.00 0.0000 TUBE|126 *00126 *00127 ~TUBE P0001.00 0.03 -319.88 0.00 -95.28 -0.00 -158.33 -0.00 0.0000 TUBE|127 *00127 *00128 ~TUBE P0001.00 0.03 -319.88 0.00 -96.86 -0.00 -456.16 -0.00 0.0000 TUBE|128 *00128 *00129 ~TUBE P0001.00 0.03 -319.88 0.00 -98.46 -0.00 -758.83 -0.00 0.0000 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * 127 Beams * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 1 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 11