Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: BEAMB * * * * Draft = 6.0 Meters Trim Angle = -0.00 Deg. GMT = 3.0 Meters * * Roll Gy. Radius = 8.0 Meters Pitch Gy. Radius = 30.0 Meters Yaw Gy. Radius = 30.0 Meters * * ISSC Height = 10.00 Meters Mean Period = 8.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. =1000. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O F O R C E S T A T I S T I C S +++ =================================================== Results are in Body System On Weight of 100.0 At *N1 On Body BARGE At X = 50.0 Y = -5.0 Z = 8.0 Maximum Responses Based on a Multiplier of 3.720 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude Forces and Moments ----------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.000 13.746 12.381 0.3 0.0 0.0 Ave of 1/3 Highest 0.000 27.492 24.762 0.7 0.0 0.0 Ave of 1/10 Highest 0.000 35.053 31.572 0.8 0.0 0.0 Maximum 0.000 51.136 46.058 1.2 0.0 0.0 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADA * * * * Draft = 6.0 Meters Trim Angle = -0.00 Deg. GMT = 3.0 Meters * * Roll Gy. Radius = 8.0 Meters Pitch Gy. Radius = 30.0 Meters Yaw Gy. Radius = 30.0 Meters * * Multi-Spectrum Height = 11.2 Meters * * * *************************************************************************************************************** +++ C A R G O F O R C E S T A T I S T I C S +++ =================================================== Results are in Body System On Weight of 100.0 At *N1 On Body BARGE At X = 50.0 Y = -5.0 Z = 8.0 Maximum Responses Based on a Multiplier of 3.720 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude Forces and Moments ----------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 4.090 0.000 4.113 0.0 0.2 0.0 Ave of 1/3 Highest 8.179 0.000 8.226 0.0 0.5 0.0 Ave of 1/10 Highest 10.428 0.000 10.489 0.0 0.6 0.0 Maximum 15.213 0.000 15.301 0.0 0.9 0.0 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADB * * * * Draft = 6.0 Meters Trim Angle = -0.00 Deg. GMT = 3.0 Meters * * Roll Gy. Radius = 8.0 Meters Pitch Gy. Radius = 30.0 Meters Yaw Gy. Radius = 30.0 Meters * * ISSC Height = 10.00 Meters Mean Period = 8.5 Sec. M. Heading = 0.0 Deg. * * S. Coef. =1000. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O F O R C E S T A T I S T I C S +++ =================================================== Results are in Body System On Weight of 100.0 At *N1 On Body BARGE At X = 50.0 Y = -5.0 Z = 8.0 Maximum Responses Based on a Multiplier of 3.720 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude Forces and Moments ----------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 3.658 0.000 3.679 0.0 0.2 0.0 Ave of 1/3 Highest 7.316 0.000 7.358 0.0 0.4 0.0 Ave of 1/10 Highest 9.328 0.000 9.381 0.0 0.5 0.0 Maximum 13.607 0.000 13.686 0.0 0.8 0.0 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADBEAM * * * * Draft = 6.0 Meters Trim Angle = -0.00 Deg. GMT = 3.0 Meters * * Roll Gy. Radius = 8.0 Meters Pitch Gy. Radius = 30.0 Meters Yaw Gy. Radius = 30.0 Meters * * Multi-Spectrum Height = 11.2 Meters * * * *************************************************************************************************************** +++ C A R G O F O R C E S T A T I S T I C S +++ =================================================== Results are in Body System On Weight of 100.0 At *N1 On Body BARGE At X = 50.0 Y = -5.0 Z = 8.0 Maximum Responses Based on a Multiplier of 3.720 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude Forces and Moments ----------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 1.829 13.746 12.517 0.3 0.1 0.0 Ave of 1/3 Highest 3.658 27.492 25.034 0.7 0.2 0.0 Ave of 1/10 Highest 4.664 35.053 31.918 0.8 0.3 0.0 Maximum 6.804 51.136 46.563 1.2 0.4 0.0 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADC * * * * Draft = 6.0 Meters Trim Angle = -0.00 Deg. GMT = 3.0 Meters * * Roll Gy. Radius = 8.0 Meters Pitch Gy. Radius = 30.0 Meters Yaw Gy. Radius = 30.0 Meters * * ISSC Height = 11.18 Meters Mean Period = 8.5 Sec. M. Heading = 0.0 Deg. * * S. Coef. =1000. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O F O R C E S T A T I S T I C S +++ =================================================== Results are in Body System On Weight of 100.0 At *N1 On Body BARGE At X = 50.0 Y = -5.0 Z = 8.0 Maximum Responses Based on a Multiplier of 3.720 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude Forces and Moments ----------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 4.090 0.000 4.113 0.0 0.2 0.0 Ave of 1/3 Highest 8.179 0.000 8.226 0.0 0.5 0.0 Ave of 1/10 Highest 10.428 0.000 10.489 0.0 0.6 0.0 Maximum 15.213 0.000 15.301 0.0 0.9 0.0 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADL * * * * Draft = 6.0 Meters Trim Angle = -0.00 Deg. GMT = 3.0 Meters * * Roll Gy. Radius = 8.0 Meters Pitch Gy. Radius = 30.0 Meters Yaw Gy. Radius = 30.0 Meters * * ISSC Height = 5.00 Meters Mean Period = 8.5 Sec. M. Heading = 0.0 Deg. * * S. Coef. =1000. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O F O R C E S T A T I S T I C S +++ =================================================== Results are in Body System On Weight of 100.0 At *N1 On Body BARGE At X = 50.0 Y = -5.0 Z = 8.0 Maximum Responses Based on a Multiplier of 3.720 Process is DEFAULT: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude Forces and Moments ----------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 1.829 0.000 1.839 0.0 0.1 0.0 Ave of 1/3 Highest 3.658 0.000 3.679 0.0 0.2 0.0 Ave of 1/10 Highest 4.664 0.000 4.691 0.0 0.3 0.0 Maximum 6.804 0.000 6.843 0.0 0.4 0.0 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADL * * Loads on beam * * * *************************************************************************************************************** +++ B E A M L O A D S D E T A I L +++ ========================================= Units Are MPA, Degrees, Meters, and M-Tons Unless Specified % Dist Axial /------ Shear -----/ /---- Bending ----/ Pressure Element /-- Node Names -/ Class Case From A Load Y Z Torque Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- B1 *N1 *N2 ~TUBEGTH BEAMB 0.01 0.42 0.00 0.51 0.00 3.35 0.00 0.0000 B1 *N1 *N2 ~TUBEGTH HEADA 0.01 0.09 0.31 0.24 0.64 1.26 1.85 0.0000 B1 *N1 *N2 ~TUBEGTH HEADB 0.01 0.08 0.28 0.21 0.57 1.13 1.66 0.0000 B1 *N1 *N2 ~TUBEGTH HEADBEAM 0.01 0.42 0.14 0.52 0.29 3.39 0.83 0.0000 B1 *N1 *N2 ~TUBEGTH HEADC 0.01 0.09 0.31 0.24 0.64 1.26 1.85 0.0000 B1 *N1 *N2 ~TUBEGTH HEADL 0.01 0.04 0.14 0.11 0.29 0.56 0.83 0.0000 B1 *N1 *N2 ~TUBEGTH BEAMB 50.00 0.42 0.00 0.51 0.00 2.57 0.00 0.0000 B1 *N1 *N2 ~TUBEGTH HEADA 50.00 0.09 0.31 0.24 0.64 0.81 1.25 0.0000 B1 *N1 *N2 ~TUBEGTH HEADB 50.00 0.08 0.28 0.21 0.57 0.72 1.11 0.0000 B1 *N1 *N2 ~TUBEGTH HEADBEAM 50.00 0.42 0.14 0.52 0.29 2.60 0.56 0.0000 B1 *N1 *N2 ~TUBEGTH HEADC 50.00 0.09 0.31 0.24 0.64 0.81 1.25 0.0000 B1 *N1 *N2 ~TUBEGTH HEADL 50.00 0.04 0.14 0.11 0.29 0.36 0.56 0.0000 B1 *N1 *N2 ~TUBEGTH BEAMB 100.00 0.42 0.00 0.51 0.00 2.03 0.00 0.0000 B1 *N1 *N2 ~TUBEGTH HEADA 100.00 0.09 0.31 0.24 0.64 0.39 0.65 0.0000 B1 *N1 *N2 ~TUBEGTH HEADB 100.00 0.08 0.28 0.21 0.57 0.35 0.58 0.0000 B1 *N1 *N2 ~TUBEGTH HEADBEAM 100.00 0.42 0.14 0.52 0.29 2.04 0.29 0.0000 B1 *N1 *N2 ~TUBEGTH HEADC 100.00 0.09 0.31 0.24 0.64 0.39 0.65 0.0000 B1 *N1 *N2 ~TUBEGTH HEADL 100.00 0.04 0.14 0.11 0.29 0.18 0.29 0.0000 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADL * * Loads on beam * * * *************************************************************************************************************** +++ S O L U T I O N C A S E S +++ =================================== FRQMEANA RAOA001I RAOA001R RAOA002I RAOA002R RAOA003I RAOA003R RAOA004I RAOA004R RAOA005I RAOA005R RAOA006I RAOA006R RAOA007I RAOA007R RAOA008I RAOA008R RAOA009I RAOA009R RAOA010I RAOA010R RAOA011I RAOA011R RAOA012I RAOA012R RAOA013I RAOA013R RAOA014I RAOA014R RAOA015I RAOA015R RAOA016I RAOA016R RAOA017I RAOA017R RAOA018I RAOA018R RAOA019I RAOA019R RAOA020I RAOA020R RAOA021I RAOA021R RAOA022I RAOA022R RAOA023I RAOA023R RAOA024I RAOA024R RAOA025I RAOA025R RAOA026I RAOA026R RAOA027I RAOA027R RAOA028I RAOA028R RAOA029I RAOA029R RAOA030I RAOA030R RAOA031I RAOA031R RAOA032I RAOA032R RAOA033I RAOA033R RAOA034I RAOA034R RAOA035I RAOA035R RAOA036I RAOA036R RAOA037I RAOA037R RAOA038I RAOA038R RAOA039I RAOA039R RAOA040I RAOA040R RAOA041I RAOA041R RAOA042I RAOA042R RAOA043I RAOA043R RAOA044I RAOA044R RAOA045I RAOA045R RAOA046I RAOA046R RAOA047I RAOA047R RAOA048I RAOA048R RAOA049I RAOA049R RAOA050I RAOA050R RAOA051I RAOA051R RAOA052I RAOA052R RAOA053I RAOA053R RAOA054I RAOA054R RAOA055I RAOA055R RAOA056I RAOA056R RAOA057I RAOA057R RAOA058I RAOA058R RAOA059I RAOA059R RAOA060I RAOA060R Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADL * * Loads on beam * * * *************************************************************************************************************** +++ S T R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- BEAMB BEAMB 1.000 1.000 HEADA HEADA 1.000 1.000 HEADB HEADB 1.000 1.000 HEADBEAM HEADBEAM 1.000 1.000 HEADC HEADC 1.000 1.000 HEADL HEADL 1.000 1.000 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADL * * Loads on beam * * * *************************************************************************************************************** +++ A L L O W A B L E S T R E S S M O D I F I E R S +++ =========================================================== Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- BEAMB 1.00 HEADA 1.00 HEADB 1.00 HEADBEAM 1.00 HEADC 1.00 HEADL 1.00 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADL * * Loads on beam * * * *************************************************************************************************************** +++ S T R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- BEAMB BEAMB 1.000 1.000 HEADA HEADA 1.000 1.000 HEADB HEADB 1.000 1.000 HEADBEAM HEADBEAM 1.000 1.000 HEADC HEADC 1.000 1.000 HEADL HEADL 1.000 1.000 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADL * * Loads on beam * * * *************************************************************************************************************** +++ G A M M A M +++ ===================== Name Gamma_M Name Gamma_M Name Gamma_M Name Gamma_M Name Gamma_M Name Gamma_M Name Gamma_M -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- BEAMB 1.00 HEADA 1.00 HEADB 1.00 HEADBEAM 1.00 HEADC 1.00 HEADL 1.00 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * Cargo force acting on 100T, Environment: HEADL * * Loads on beam * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== CARGO FORCE STATISTICS . . . . . . . . . . . . . . . . 1 BEAM LOADS DETAIL . . . . . . . . . . . . . . . . . . 7 SOLUTION CASES . . . . . . . . . . . . . . . . . . . . 8 STRUCTURAL CASES . . . . . . . . . . . . . . . . . . . 9 ALLOWABLE STRESS MODIFIERS . . . . . . . . . . . . . . 10 STRUCTURAL CASES . . . . . . . . . . . . . . . . . . . 11 GAMMA M . . . . . . . . . . . . . . . . . . . . . . . 12 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 13