Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T N O D E S U M M A R Y F O R P A R T M O D E L +++ ========================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified NODE /--- PART LOCATION ------/ /---- GLOBAL LOCATION ----//---- FIXED ----/ NAME TYPE X Y Z X Y Z X Y Z RX RY RZ -------- ---------------- -------- -------- -------- -------- -------- -------- -- -- -- -- -- -- *B EXTREMITY 10.000 0.000 0.000 10.000 0.000 0.000 Y Y Y N N Y *BL TUBE-JOINT 10.000 0.000 20.000 10.000 0.000 20.000 Y Y Y N N N *BL1 EXTREMITY 0.000 0.000 30.000 0.000 0.000 30.000 N N N N N N *BL2 EXTREMITY 0.000 0.000 20.000 0.000 0.000 20.000 N N N N N N *BL4 EXTREMITY 20.000 0.000 10.000 20.000 0.000 10.000 N N N N N N *BL5 EXTREMITY 20.000 0.000 20.000 20.000 0.000 20.000 N N N N N N *BR TUBE-JOINT 10.000 0.000 10.000 10.000 0.000 10.000 Y Y Y N N N *BR1 EXTREMITY 0.000 0.000 20.000 0.000 0.000 20.000 N N N N N N *BR2 EXTREMITY 0.000 0.000 10.000 0.000 0.000 10.000 N N N N N N *BR4 EXTREMITY 20.000 0.000 0.000 20.000 0.000 0.000 N N N N N N *BR5 EXTREMITY 20.000 0.000 10.000 20.000 0.000 10.000 N N N N N N *ML TUBE-JOINT 10.000 0.000 40.000 10.000 0.000 40.000 Y Y Y N N N *ML1 EXTREMITY 0.000 0.000 50.000 0.000 0.000 50.000 N N N N N N *ML2 EXTREMITY 0.000 0.000 40.000 0.000 0.000 40.000 N N N N N N *ML3 EXTREMITY 0.000 0.000 30.000 0.000 0.000 30.000 N N N N N N *MR TUBE-JOINT 10.000 0.000 30.000 10.000 0.000 30.000 Y Y Y N N N *MR1 EXTREMITY 0.000 0.000 40.000 0.000 0.000 40.000 N N N N N N *MR2 EXTREMITY 0.000 0.000 30.000 0.000 0.000 30.000 N N N N N N *MR3 EXTREMITY 0.000 0.000 20.000 0.000 0.000 20.000 N N N N N N *T EXTREMITY 10.000 0.000 80.000 10.000 0.000 80.000 Y Y Y N N N *TL TUBE-JOINT 10.000 0.000 70.000 10.000 0.000 70.000 Y Y Y N N N *TL1 EXTREMITY 0.000 0.000 80.000 0.000 0.000 80.000 N N N N N N *TL2 EXTREMITY 0.000 0.000 70.000 0.000 0.000 70.000 N N N N N N *TL5 EXTREMITY 20.000 0.000 70.000 20.000 0.000 70.000 N N N N N N *TM TUBE-JOINT 10.000 0.000 60.000 10.000 0.000 60.000 Y Y Y N N N *TM1 EXTREMITY 0.000 0.000 70.000 0.000 0.000 70.000 N N N N N N *TM2 EXTREMITY 0.000 0.000 60.000 0.000 0.000 60.000 N N N N N N *TR TUBE-JOINT 10.000 0.000 50.000 10.000 0.000 50.000 Y Y Y N N N *TR1 EXTREMITY 0.000 0.000 60.000 0.000 0.000 60.000 N N N N N N *TR2 EXTREMITY 0.000 0.000 50.000 0.000 0.000 50.000 N N N N N N Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T S U M M A R Y F O R P A R T M O D E L +++ =============================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified POINT ASSOC. /--- PART OFFSET -----/ /--- PART LOCATION ---/ /-- GLOBAL LOCATION --/ NAME NODE X Y Z X Y Z X Y Z -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- **MO0032 *B 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 **MO0033 *B 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 **MODEL *B 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T N O D E - C O I N C I D E N T S U M M A R Y +++ ================================================================= Nodes on Each Line are Coincident -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- For Part MODEL *BL1 *ML3 *MR2 *BL2 *BR1 *MR3 *BL4 *BR5 *ML1 *TR2 *ML2 *MR1 *TL2 *TM1 *TM2 *TR1 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T J O I N T S C F S U M M A R Y +++ ===================================================== /-------- Chord ---------/ SCF /------ Brace --------/ Joint Left Right Comp. Angle Joint /----- Brace SCFs -------/ /------ Chord SCFs ------/ Name Joint Joint Class Type Joint Class (Deg) Type Ax Cr Ax Sa IPB OPB Ax Cr Ax Sa IPB OPB -------- -------- -------- -------- ------- -------- -------- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- *BL *BR *MR ~CHORD Efthym. *BL1 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *BL2 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *BL4 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *BL5 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *BR *B *BL ~CHORD Efthym. *BR1 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *BR2 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *BR4 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *BR5 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *ML *MR *TR ~CHORD Efthym. *ML1 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *ML3 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *ML2 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *MR *BL *ML ~CHORD Efthym. *MR1 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *MR3 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *MR2 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *TL *TM *T ~CHORD Efthym. *TL1 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *TL2 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *TL5 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *TM *TR *TL ~CHORD Efthym. *TM1 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T J O I N T S C F S U M M A R Y +++ ===================================================== /-------- Chord ---------/ SCF /------ Brace --------/ Joint Left Right Comp. Angle Joint /----- Brace SCFs -------/ /------ Chord SCFs ------/ Name Joint Joint Class Type Joint Class (Deg) Type Ax Cr Ax Sa IPB OPB Ax Cr Ax Sa IPB OPB -------- -------- -------- -------- ------- -------- -------- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *TM2 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 *TR *ML *TM ~CHORD Efthym. *TR1 ~BRACE 45.00 K 2.40 2.40 2.71 3.51 2.94 2.94 1.85 3.99 T&Y 2.53 3.71 2.71 3.51 2.89 4.65 1.85 3.99 X 2.18 4.46 2.71 3.51 1.57 6.63 1.85 3.99 *TR2 ~BRACE 90.00 K 3.52 3.52 2.57 6.11 4.15 4.15 2.36 6.94 T&Y 2.53 7.12 2.57 6.11 3.15 7.32 2.36 6.94 X 2.18 9.23 2.57 6.11 1.28 11.96 2.36 6.94 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T J O I N T P R O P E R T Y S U M M A R Y +++ =============================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified /----------------- Chord ----------------/ Rings /----- Brace -------/ API Joint Left Right Theta Phi OD Thick. Fy Stre. S Can Name Joint Class Seg Joint Class Seg Class No. Joint Class Seg (Deg) (Deg) (In) (In) (KSI) Ratio Ratio -------- -------- -------- --- -------- -------- --- -------- -- -------- -------- --- ---- ----- ------ ------ ----- ----- ----- *BL *BR ~CHORD 1 *MR ~CHORD 1 30.000 1.000 36.0 *BL1 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *BL2 ~BRACE 1 90.0 0.0 20.000 0.500 36.0 0.57 1.00 *BL4 ~BRACE 1 45.0 180.0 20.000 0.500 36.0 0.40 1.00 *BL5 ~BRACE 1 90.0 180.0 20.000 0.500 36.0 0.57 1.00 *BR *B ~CHORD 1 *BL ~CHORD 1 30.000 1.000 36.0 *BR1 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *BR2 ~BRACE 1 90.0 0.0 20.000 0.500 36.0 0.57 1.00 *BR4 ~BRACE 1 45.0 180.0 20.000 0.500 36.0 0.40 1.00 *BR5 ~BRACE 1 90.0 180.0 20.000 0.500 36.0 0.57 1.00 *ML *MR ~CHORD 1 *TR ~CHORD 1 30.000 1.000 36.0 *ML1 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *ML3 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *ML2 ~BRACE 1 90.0 0.0 20.000 0.500 36.0 0.57 1.00 *MR *BL ~CHORD 1 *ML ~CHORD 1 30.000 1.000 36.0 *MR1 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *MR3 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *MR2 ~BRACE 1 90.0 0.0 20.000 0.500 36.0 0.57 1.00 *TL *TM ~CHORD 1 *T ~CHORD 1 30.000 1.000 36.0 *TL1 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *TL2 ~BRACE 1 90.0 0.0 20.000 0.500 36.0 0.57 1.00 *TL5 ~BRACE 1 90.0 180.0 20.000 0.500 36.0 0.57 1.00 *TM *TR ~CHORD 1 *TL ~CHORD 1 30.000 1.000 36.0 *TM1 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *TM2 ~BRACE 1 90.0 0.0 20.000 0.500 36.0 0.57 1.00 *TR *ML ~CHORD 1 *TM ~CHORD 1 30.000 1.000 36.0 *TR1 ~BRACE 1 45.0 0.0 20.000 0.500 36.0 0.40 1.00 *TR2 ~BRACE 1 90.0 0.0 20.000 0.500 36.0 0.57 1.00 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M P R O P E R T I E S F O R P A R T M O D E L +++ =================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Node /--- Releases --/ /-- Part Offset (in) --/ Bl*K/L Ref Node /- Mem Y Dir Cosines -/ Name Name Name FX FY FZ MX MY MZ X Y Z Y/Z Ch Angle X Y Z Length Weight -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- --------- -------- ------- ------- ------- ------- ------- BRAC|009 ~BRACE *TL1 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *TL 0.00 0.00 0.00 1.00 0.00 BRAC|010 ~BRACE *TL2 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 10.00 0.00 *TL 0.00 0.00 0.00 1.00 0.00 BRAC|011 ~BRACE *TL5 0.00 0.00 0.00 1.00 0.0000 -1.0000 0.0000 10.00 0.00 *TL 0.00 0.00 0.00 1.00 0.00 BRAC|012 ~BRACE *TM1 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *TM 0.00 0.00 0.00 1.00 0.00 BRAC|013 ~BRACE *TM2 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 10.00 0.00 *TM 0.00 0.00 0.00 1.00 0.00 BRAC|014 ~BRACE *TR1 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *TR 0.00 0.00 0.00 1.00 0.00 BRAC|015 ~BRACE *TR2 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 10.00 0.00 *TR 0.00 0.00 0.00 1.00 0.00 BRAC|016 ~BRACE *ML1 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *ML 0.00 0.00 0.00 1.00 0.00 BRAC|017 ~BRACE *ML3 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *ML 0.00 0.00 0.00 1.00 0.00 BRAC|018 ~BRACE *ML2 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 10.00 0.00 *ML 0.00 0.00 0.00 1.00 0.00 BRAC|019 ~BRACE *MR1 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *MR 0.00 0.00 0.00 1.00 0.00 BRAC|020 ~BRACE *MR3 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *MR 0.00 0.00 0.00 1.00 0.00 BRAC|021 ~BRACE *MR2 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 10.00 0.00 *MR 0.00 0.00 0.00 1.00 0.00 BRAC|022 ~BRACE *BL1 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *BL 0.00 0.00 0.00 1.00 0.00 BRAC|023 ~BRACE *BL4 0.00 0.00 0.00 1.00 0.0000 -1.0000 0.0000 14.14 0.00 *BL 0.00 0.00 0.00 1.00 0.00 BRAC|024 ~BRACE *BL2 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 10.00 0.00 *BL 0.00 0.00 0.00 1.00 0.00 BRAC|025 ~BRACE *BL5 0.00 0.00 0.00 1.00 0.0000 -1.0000 0.0000 10.00 0.00 *BL 0.00 0.00 0.00 1.00 0.00 BRAC|026 ~BRACE *BR1 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 14.14 0.00 *BR 0.00 0.00 0.00 1.00 0.00 BRAC|027 ~BRACE *BR4 0.00 0.00 0.00 1.00 0.0000 -1.0000 0.0000 14.14 0.00 *BR 0.00 0.00 0.00 1.00 0.00 BRAC|028 ~BRACE *BR2 0.00 0.00 0.00 1.00 0.0000 1.0000 0.0000 10.00 0.00 *BR 0.00 0.00 0.00 1.00 0.00 BRAC|029 ~BRACE *BR5 0.00 0.00 0.00 1.00 0.0000 -1.0000 0.0000 10.00 0.00 *BR 0.00 0.00 0.00 1.00 0.00 CHOR|001 ~CHORD *B 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 10.00 0.00 *BR 0.00 0.00 0.00 1.00 0.00 CHOR|002 ~CHORD *BR 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 10.00 0.00 *BL 0.00 0.00 0.00 1.00 0.00 CHOR|003 ~CHORD *BL 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 10.00 0.00 *MR 0.00 0.00 0.00 1.00 0.00 CHOR|004 ~CHORD *MR 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 10.00 0.00 *ML 0.00 0.00 0.00 1.00 0.00 CHOR|005 ~CHORD *ML 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 10.00 0.00 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M P R O P E R T I E S F O R P A R T M O D E L +++ =================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Node /--- Releases --/ /-- Part Offset (in) --/ Bl*K/L Ref Node /- Mem Y Dir Cosines -/ Name Name Name FX FY FZ MX MY MZ X Y Z Y/Z Ch Angle X Y Z Length Weight -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- --------- -------- ------- ------- ------- ------- ------- *TR 0.00 0.00 0.00 1.00 0.00 CHOR|006 ~CHORD *TR 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 10.00 0.00 *TM 0.00 0.00 0.00 1.00 0.00 CHOR|007 ~CHORD *TM 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 10.00 0.00 *TL 0.00 0.00 0.00 1.00 0.00 CHOR|008 ~CHORD *TL 0.00 0.00 0.00 1.00 1.0000 0.0000 0.0000 10.00 0.00 *T 0.00 0.00 0.00 1.00 0.00 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M F O R C E S F O R P A R T M O D E L +++ =========================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified /------------- ----- I N T E N S I T I E S ----------------/ NAME LOAD SET NODE DISTANCE X Y Z MX MY MZ BRAC|009 #LOAD *TL1 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 *TL 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 BRAC|010 #LOAD *TL2 0.00 1000.000 0.000 0.000 0.000 0.000 0.000 *TL 0.00 1000.000 0.000 0.000 0.000 0.000 0.000 BRAC|012 #LOAD *TM1 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 *TM 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 BRAC|014 #LOAD *TR1 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 *TR 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 BRAC|015 #LOAD *TR2 0.00 500.000 0.000 0.000 0.000 0.000 0.000 *TR 0.00 500.000 0.000 0.000 0.000 0.000 0.000 BRAC|016 #LOAD *ML1 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 *ML 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 BRAC|017 #LOAD *ML3 0.00 999.849 0.000 999.849 0.000 0.000 0.000 *ML 0.00 999.849 0.000 999.849 0.000 0.000 0.000 BRAC|019 #LOAD *MR1 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 *MR 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 BRAC|020 #LOAD *MR3 0.00 1499.773 0.000 1499.773 0.000 0.000 0.000 *MR 0.00 1499.773 0.000 1499.773 0.000 0.000 0.000 BRAC|021 #LOAD *MR2 0.00 -500.000 0.000 0.000 0.000 0.000 0.000 *MR 0.00 -500.000 0.000 0.000 0.000 0.000 0.000 BRAC|022 #LOAD *BL1 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 *BL 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 BRAC|023 #LOAD *BL4 0.00 999.849 0.000 -999.849 0.000 0.000 0.000 *BL 0.00 999.849 0.000 -999.849 0.000 0.000 0.000 BRAC|026 #LOAD *BR1 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 *BR 0.00 -999.849 0.000 999.849 0.000 0.000 0.000 BRAC|027 #LOAD *BR4 0.00 999.849 0.000 -999.849 0.000 0.000 0.000 *BR 0.00 999.849 0.000 -999.849 0.000 0.000 0.000 BRAC|028 #LOAD *BR2 0.00 1000.000 0.000 0.000 0.000 0.000 0.000 *BR 0.00 1000.000 0.000 0.000 0.000 0.000 0.000 BRAC|029 #LOAD *BR5 0.00 -1000.000 0.000 0.000 0.000 0.000 0.000 *BR 0.00 -1000.000 0.000 0.000 0.000 0.000 0.000 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M S C F S F O R P A R T M O D E L +++ ======================================================= Dimensions are in Inches SCFs Are Corrected For Thickness Beam Connection /----- SN -------/-- Beam Fatigue --/ Name /---- Nodes ----/ %Dist. Type Thickness Curve SCF X SCF Y SCF Z -------- -------- -------- -------- --------------- --------- -------- ------ ----- ----- BRAC|009 *TL1 *TL 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|010 *TL2 *TL 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|011 *TL5 *TL 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|012 *TM1 *TM 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|013 *TM2 *TM 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|014 *TR1 *TR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|015 *TR2 *TR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|016 *ML1 *ML 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|017 *ML3 *ML 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|018 *ML2 *ML 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|019 *MR1 *MR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|020 *MR3 *MR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|021 *MR2 *MR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|022 *BL1 *BL 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|023 *BL4 *BL 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|024 *BL2 *BL 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|025 *BL5 *BL 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|026 *BR1 *BR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|027 *BR4 *BR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 4.46 3.51 3.51 BRAC|028 *BR2 *BR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 BRAC|029 *BR5 *BR 0.01 TUBE/TUBE 0.500 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 0.500 DNV_W3 9.23 6.11 6.11 CHOR|001 *B *BR 0.01 TUBE/TUBE 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 CHOR|002 *BR *BL 0.01 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 CHOR|003 *BL *MR 0.01 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 CHOR|004 *MR *ML 0.01 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M S C F S F O R P A R T M O D E L +++ ======================================================= Dimensions are in Inches SCFs Are Corrected For Thickness Beam Connection /----- SN -------/-- Beam Fatigue --/ Name /---- Nodes ----/ %Dist. Type Thickness Curve SCF X SCF Y SCF Z -------- -------- -------- -------- --------------- --------- -------- ------ ----- ----- 100.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 CHOR|005 *ML *TR 0.01 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 CHOR|006 *TR *TM 0.01 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 CHOR|007 *TM *TL 0.01 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 CHOR|008 *TL *T 0.01 TUBE/JOINT 1.000 DNV_W3 1.00 1.00 1.00 100.00 TUBE/TUBE 1.000 DNV_W3 1.00 1.00 1.00 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M C L E A R A N C E D A T A F O R P A R T M O D E L +++ =========================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Element Class Clearance Name Name /---- Nodes ----/ Name Name /---- Nodes ----/ (in) -------- -------- -------- -------- -------- -------- -------- -------- ----------- BRAC|017 ~BRACE *ML3 *ML BRAC|019 ~BRACE *MR1 *MR 0.0 BRAC|020 ~BRACE *MR3 *MR BRAC|022 ~BRACE *BL1 *BL 0.0 BRAC|023 ~BRACE *BL4 *BL BRAC|026 ~BRACE *BR1 *BR 64.9 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M T U B E D A T A F O R P A R T M O D E L +++ ================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Seg. Diameter Wall Th. Fy Name Name /---- Nodes ----/ No. Distance Length (in) (in) (Ksi) Flood Buoyancy Weight -------- -------- -------- -------- ---- -------- -------- -------- -------- -------- ----- -------- -------- BRAC|009 ~BRACE *TL1 *TL 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|010 ~BRACE *TL2 *TL 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|011 ~BRACE *TL5 *TL 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|012 ~BRACE *TM1 *TM 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|013 ~BRACE *TM2 *TM 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|014 ~BRACE *TR1 *TR 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|015 ~BRACE *TR2 *TR 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|016 ~BRACE *ML1 *ML 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|017 ~BRACE *ML3 *ML 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|018 ~BRACE *ML2 *ML 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|019 ~BRACE *MR1 *MR 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|020 ~BRACE *MR3 *MR 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|021 ~BRACE *MR2 *MR 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|022 ~BRACE *BL1 *BL 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|023 ~BRACE *BL4 *BL 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|024 ~BRACE *BL2 *BL 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|025 ~BRACE *BL5 *BL 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|026 ~BRACE *BR1 *BR 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|027 ~BRACE *BR4 *BR 1 0.000 14.142 20.00 0.500 36.00 No 0.00 0.00 BRAC|028 ~BRACE *BR2 *BR 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 BRAC|029 ~BRACE *BR5 *BR 1 0.000 10.000 20.00 0.500 36.00 No 0.00 0.00 CHOR|001 ~CHORD *B *BR 1 0.000 10.000 30.00 1.000 36.00 No 0.00 0.00 CHOR|002 ~CHORD *BR *BL 1 0.000 10.000 30.00 1.000 36.00 No 0.00 0.00 CHOR|003 ~CHORD *BL *MR 1 0.000 10.000 30.00 1.000 36.00 No 0.00 0.00 CHOR|004 ~CHORD *MR *ML 1 0.000 10.000 30.00 1.000 36.00 No 0.00 0.00 CHOR|005 ~CHORD *ML *TR 1 0.000 10.000 30.00 1.000 36.00 No 0.00 0.00 CHOR|006 ~CHORD *TR *TM 1 0.000 10.000 30.00 1.000 36.00 No 0.00 0.00 CHOR|007 ~CHORD *TM *TL 1 0.000 10.000 30.00 1.000 36.00 No 0.00 0.00 CHOR|008 ~CHORD *TL *T 1 0.000 10.000 30.00 1.000 36.00 No 0.00 0.00 Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M E N D S F O R P A R T M O D E L +++ ======================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Coordinates Are In The Part System /----------- END A -------------/ /----------- END B -------------/ Element Class Node Coordinates Node Coordinates Name Name Name X Y Z Name X Y Z Length -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- BRAC|009 ~BRACE *TL1 0.00 0.00 80.00 *TL 10.00 0.00 70.00 14.14 BRAC|010 ~BRACE *TL2 0.00 0.00 70.00 *TL 10.00 0.00 70.00 10.00 BRAC|011 ~BRACE *TL5 20.00 0.00 70.00 *TL 10.00 0.00 70.00 10.00 BRAC|012 ~BRACE *TM1 0.00 0.00 70.00 *TM 10.00 0.00 60.00 14.14 BRAC|013 ~BRACE *TM2 0.00 0.00 60.00 *TM 10.00 0.00 60.00 10.00 BRAC|014 ~BRACE *TR1 0.00 0.00 60.00 *TR 10.00 0.00 50.00 14.14 BRAC|015 ~BRACE *TR2 0.00 0.00 50.00 *TR 10.00 0.00 50.00 10.00 BRAC|016 ~BRACE *ML1 0.00 0.00 50.00 *ML 10.00 0.00 40.00 14.14 BRAC|017 ~BRACE *ML3 0.00 0.00 30.00 *ML 10.00 0.00 40.00 14.14 BRAC|018 ~BRACE *ML2 0.00 0.00 40.00 *ML 10.00 0.00 40.00 10.00 BRAC|019 ~BRACE *MR1 0.00 0.00 40.00 *MR 10.00 0.00 30.00 14.14 BRAC|020 ~BRACE *MR3 0.00 0.00 20.00 *MR 10.00 0.00 30.00 14.14 BRAC|021 ~BRACE *MR2 0.00 0.00 30.00 *MR 10.00 0.00 30.00 10.00 BRAC|022 ~BRACE *BL1 0.00 0.00 30.00 *BL 10.00 0.00 20.00 14.14 BRAC|023 ~BRACE *BL4 20.00 0.00 10.00 *BL 10.00 0.00 20.00 14.14 BRAC|024 ~BRACE *BL2 0.00 0.00 20.00 *BL 10.00 0.00 20.00 10.00 BRAC|025 ~BRACE *BL5 20.00 0.00 20.00 *BL 10.00 0.00 20.00 10.00 BRAC|026 ~BRACE *BR1 0.00 0.00 20.00 *BR 10.00 0.00 10.00 14.14 BRAC|027 ~BRACE *BR4 20.00 0.00 0.00 *BR 10.00 0.00 10.00 14.14 BRAC|028 ~BRACE *BR2 0.00 0.00 10.00 *BR 10.00 0.00 10.00 10.00 BRAC|029 ~BRACE *BR5 20.00 0.00 10.00 *BR 10.00 0.00 10.00 10.00 CHOR|001 ~CHORD *B 10.00 0.00 0.00 *BR 10.00 0.00 10.00 10.00 CHOR|002 ~CHORD *BR 10.00 0.00 10.00 *BL 10.00 0.00 20.00 10.00 CHOR|003 ~CHORD *BL 10.00 0.00 20.00 *MR 10.00 0.00 30.00 10.00 CHOR|004 ~CHORD *MR 10.00 0.00 30.00 *ML 10.00 0.00 40.00 10.00 CHOR|005 ~CHORD *ML 10.00 0.00 40.00 *TR 10.00 0.00 50.00 10.00 CHOR|006 ~CHORD *TR 10.00 0.00 50.00 *TM 10.00 0.00 60.00 10.00 CHOR|007 ~CHORD *TM 10.00 0.00 60.00 *TL 10.00 0.00 70.00 10.00 CHOR|008 ~CHORD *TL 10.00 0.00 70.00 *T 10.00 0.00 80.00 10.00 Page 15 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- BRAC|009 *TL1 *TL ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|010 *TL2 *TL ~BRACE LC1 0.01 -1000.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|011 *TL5 *TL ~BRACE LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|012 *TM1 *TM ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|013 *TM2 *TM ~BRACE LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|014 *TR1 *TR ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|015 *TR2 *TR ~BRACE LC1 0.01 -500.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|016 *ML1 *ML ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|017 *ML3 *ML ~BRACE LC1 0.01 -1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|018 *ML2 *ML ~BRACE LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|019 *MR1 *MR ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|020 *MR3 *MR ~BRACE LC1 0.01 -2121.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|021 *MR2 *MR ~BRACE LC1 0.01 500.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|022 *BL1 *BL ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|023 *BL4 *BL ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|024 *BL2 *BL ~BRACE LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|025 *BL5 *BL ~BRACE LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|026 *BR1 *BR ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|027 *BR4 *BR ~BRACE LC1 0.01 1414.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|028 *BR2 *BR ~BRACE LC1 0.01 -1000.00 0.00 0.00 0.00 0.00 0.00 0.0000 BRAC|029 *BR5 *BR ~BRACE LC1 0.01 -1000.00 0.00 0.00 0.00 0.00 0.00 0.0000 CHOR|001 *B *BR ~CHORD LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 CHOR|002 *BR *BL ~CHORD LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 CHOR|003 *BL *MR ~CHORD LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 CHOR|004 *MR *ML ~CHORD LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 CHOR|005 *ML *TR ~CHORD LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 CHOR|006 *TR *TM ~CHORD LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 CHOR|007 *TM *TL ~CHORD LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 CHOR|008 *TL *T ~CHORD LC1 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 Page 16 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 487.9 505.3 271.2 2.90 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL4 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 487.9 505.3 271.2 2.90 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL5 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 520.8 357.3 191.8 1.92 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR4 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR5 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 520.8 357.3 191.8 1.92 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML3 20.000 0.500 36.0 -1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR3 20.000 0.500 36.0 -2121.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 2.88 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR2 20.000 0.500 36.0 500.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.96 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 1.92 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL5 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 1.00 0.00 636.4 505.3 271.2 2.22 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR1 20.000 0.500 36.0 1414.0 0.0 0.0 0.50 0.50 0.00 686.5 505.3 271.2 2.06 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR2 20.000 0.500 36.0 -500.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.96 Page 17 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S J O I N T C H E C K S U M M A R Y +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 487.9 505.3 271.2 2.90 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 520.8 357.3 191.8 1.92 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR3 20.000 0.500 36.0 -2121.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 2.88 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 1.92 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 1.00 0.00 636.4 505.3 271.2 2.22 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR1 20.000 0.500 36.0 1414.0 0.0 0.0 0.50 0.50 0.00 686.5 505.3 271.2 2.06 Page 18 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 487.9 505.3 271.2 2.90 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL4 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 487.9 505.3 271.2 2.90 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL5 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 520.8 357.3 191.8 1.92 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR4 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR5 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 520.8 357.3 191.8 1.92 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML3 20.000 0.500 36.0 -1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR3 20.000 0.500 36.0 -2121.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 2.88 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR2 20.000 0.500 36.0 500.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.96 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 736.6 505.3 271.2 1.92 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 1.92 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL5 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 1.00 0.00 636.4 505.3 271.2 2.22 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.00 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR1 20.000 0.500 36.0 1414.0 0.0 0.0 0.50 0.50 0.00 686.5 505.3 271.2 2.06 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR2 20.000 0.500 36.0 -500.0 0.0 0.0 1.00 0.00 0.00 520.9 357.3 191.8 0.96 Page 19 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S T A N D A R D L R F D J O I N T C H E C K +++ ========================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 0 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 736.2 1036.1 526.4 1.99 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 879.2 732.6 372.3 0.00 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL4 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 736.2 1036.1 526.4 1.99 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL5 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 879.2 732.6 372.3 0.00 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1243.3 1036.1 526.4 1.21 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 879.1 732.6 372.3 1.21 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR4 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1243.3 1036.1 526.4 1.21 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR5 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 879.1 732.6 372.3 1.21 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1243.3 1036.1 526.4 1.21 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML3 20.000 0.500 36.0 -1414.0 0.0 0.0 1.00 0.00 0.00 1243.3 1036.1 526.4 1.21 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 879.2 732.6 372.3 0.00 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1243.3 1036.1 526.4 1.21 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR3 20.000 0.500 36.0 -2121.0 0.0 0.0 1.00 0.00 0.00 1243.3 1036.1 526.4 1.90 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR2 20.000 0.500 36.0 500.0 0.0 0.0 1.00 0.00 0.00 879.1 732.6 372.3 0.37 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1243.3 1036.1 526.4 1.21 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 879.1 732.6 372.3 1.21 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL5 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 879.2 732.6 372.3 0.00 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 1.00 0.00 736.2 1036.1 526.4 1.99 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 879.2 732.6 372.3 0.00 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR1 20.000 0.500 36.0 1414.0 0.0 0.0 0.50 0.50 0.00 983.7 1036.1 526.4 1.63 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR2 20.000 0.500 36.0 -500.0 0.0 0.0 1.00 0.00 0.00 879.2 732.6 372.3 0.37 Page 20 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ S T A N D A R D L R F D J O I N T C H E C K +++ ========================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 0 /- Chord/Brace -/ Joint ISO Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 743.5 1298.4 659.7 1.90 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 0.00 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL4 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 0.00 1.00 743.5 1298.4 659.7 1.90 *BL *BR *MR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BL5 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 0.00 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1168.4 1298.4 659.7 1.21 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 1.21 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR4 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1168.4 1298.4 659.7 1.21 *BR *B *BL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *BR5 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 1.21 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1168.4 1298.4 659.7 1.21 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML3 20.000 0.500 36.0 -1414.0 0.0 0.0 1.00 0.00 0.00 1168.4 1298.4 659.7 1.21 *ML *MR *TR 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *ML2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 0.00 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1168.4 1298.4 659.7 1.21 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR3 20.000 0.500 36.0 -2121.0 0.0 0.0 1.00 0.00 0.00 1168.4 1298.4 659.7 1.82 *MR *BL *ML 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *MR2 20.000 0.500 36.0 500.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 0.61 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL1 20.000 0.500 36.0 1414.0 0.0 0.0 1.00 0.00 0.00 1168.4 1298.4 659.7 1.21 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL2 20.000 0.500 36.0 -1000.0 0.0 0.0 1.00 0.00 0.00 826.1 918.1 466.5 1.21 *TL *TM *T 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TL5 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 0.00 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM1 20.000 0.500 36.0 1414.0 0.0 0.0 0.00 1.00 0.00 969.7 1298.4 659.7 1.46 *TM *TR *TL 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TM2 20.000 0.500 36.0 0.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 0.00 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR1 20.000 0.500 36.0 1414.0 0.0 0.0 0.50 0.50 0.00 1069.1 1298.4 659.7 1.32 *TR *ML *TM 30.000 1.000 36.0 LC1 0.0 0.0 0.0 *TR2 20.000 0.500 36.0 -500.0 0.0 0.0 1.00 0.00 0.00 826.2 918.1 466.5 0.61 Page 21 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== POINT NODE SUMMARY FOR PART MODEL . . . . . . . . . . 1 POINT SUMMARY FOR PART MODEL . . . . . . . . . . . . . 2 POINT NODE-COINCIDENT SUMMARY . . . . . . . . . . . . 3 POINT JOINT SCF SUMMARY . . . . . . . . . . . . . . . 4 POINT JOINT PROPERTY SUMMARY . . . . . . . . . . . . . 6 BEAM PROPERTIES FOR PART MODEL . . . . . . . . . . . . 7 BEAM FORCES FOR PART MODEL . . . . . . . . . . . . . . 9 BEAM SCFS FOR PART MODEL . . . . . . . . . . . . . . . 10 BEAM CLEARANCE DATA FOR PART MODEL . . . . . . . . . . 12 BEAM TUBE DATA FOR PART MODEL . . . . . . . . . . . . 13 BEAM ENDS FOR PART MODEL . . . . . . . . . . . . . . . 14 BEAM LOAD STANDARD . . . . . . . . . . . . . . . . . . 15 STANDARD WS JOINT CHECK . . . . . . . . . . . . . . . 16 WS JOINT CHECK SUMMARY . . . . . . . . . . . . . . . . 17 STANDARD WS JOINT CHECK . . . . . . . . . . . . . . . 18 STANDARD LRFD JOINT CHECK . . . . . . . . . . . . . . 19 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 21