Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I M A G E S O F I N P U T D A T A +++ =============================================== &default -use @ -stw_use yes $ &data shapes &set dia = 60 &loop thick ( .125 .25 .375 .5 .625 .75 .875 1. + 1.25 1.5 1.75 2. 2.5 2.75 3.) a%dia%-%thick% tube %dia% %thick% b%dia%-%thick% tube %dia% %thick% -r_space 12*12 d%dia%-%thick% tube %dia% %thick% -r_space 10*12 e%dia%-%thick% tube %dia% %thick% -r_space 8*12 f%dia%-%thick% tube %dia% %thick% -r_space 4*12 &endloop tu1.00 tube 60 1.00 tu1.25 tube 60 1.25 tu1.50 tube 60 1.50 tu1.75 tube 60 1.75 tu2.00 tube 60 2.00 end_&data &describe body frame *a1 0 00 -860 *a2 00 00 -960 &selec :re -se a@ b@ d@ e@ f@ ~ring pri 1 3 ~tube tube 60 .125 -rdes :re -fy 50 ~t tube 60 .125 -rdes :re -t_stiff 5*12 ~ring +z -fy 50 ~r tube 60 1 -t_stiff 12*12 ~cow tube 60 .125 -rdes tu@ beam tube ~tube *a1 *a2 beam t ~t *a2 *a1 beam tf ~t -flood *a2 *a1 beam r ~r -nuse @ *a2 *a1 ~rest fix x y z rz ~restz fix x y rest ~rest *a1 rest ~restz *a2 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S D I M E N S I O N S S U M M A R Y +++ ======================================================= Class Property /------------------------------- Segment Dimensions (in) -------------------------------/ Name No %Length Length Type A B C D E F G H PT PW -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~COW 1 TUBE 60.000 0.125 ~R 1 TUBE 60.000 1.000 ~RING 1 PRI 1.000 3.000 ~T 1 TUBE 60.000 0.125 ~TUBE 1 TUBE 60.000 0.125 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ M A T E R I A L A N D R E D E S I G N S U M M A R Y +++ ================================================================= Youngs Thermal Yield Ultimate Breaking Class Seg. Modulus Poissons Coef Stress Stress Strength Specific /------- Redesign -------/ Name No. (Ksi) Ratio (1/Deg F) (Ksi) (Ksi) (kips) Gravity Selector kl/r Lim d/t Lim -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~COW 1 2.90E+04 0.300 6.50E-06 36.00 60.00 1410.77 7.85 TU@ ~R 1 2.90E+04 0.300 6.50E-06 36.00 60.00 11121.24 7.85 P@ ~RING 1 2.90E+04 0.300 6.50E-06 36.00 60.00 180.00 7.85 PR@ ~T 1 2.90E+04 0.300 6.50E-06 50.00 83.33 1959.40 7.85 :RE ~TUBE 1 2.90E+04 0.300 6.50E-06 50.00 83.33 1959.40 7.85 :RE Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S S E C T I O N S U M M A R Y +++ ================================================= Stiffner Spacing is in Inches Class Seg. Area /---- Shear Alpha --/ /------- Inertia (in**4) ------/ /--- Trans. Stiff --/ /--- Long. Stiff ---/ Name No. (in**2) Y Z J Y Z Class Where Space Class Where Space -------- ---- ---------- ---------- ---------- ---------- ---------- ---------- -------- ----- ------ -------- ----- ------ ~COW 1 23.51 2.0000 2.0000 2.107E+04 1.054E+04 1.054E+04 ~R 1 185.35 1.9996 1.9996 1.614E+05 8.068E+04 8.068E+04 144.00 ~RING 1 3.00 1.5000 1.5000 7.900E-01 2.250E+00 2.500E-01 ~T 1 23.51 2.0000 2.0000 2.107E+04 1.054E+04 1.054E+04 ~RING +Z 60.00 ~TUBE 1 23.51 2.0000 2.0000 2.107E+04 1.054E+04 1.054E+04 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- R *A2 *A1 ~R ONE 57.5 57.5 0.00 -9.40 0.00 0.00 0.00 0.00 0.53 Eq. 3.3.1-4 0.931 0.931 17.67 25.57 25.57 14.40 14.40 -1743.0 0.0 0.0 0.0 0.0 T *A2 *A1 ~T ONE 56.7 56.7 0.00 -9.64 0.00 0.00 0.00 0.00 9999.00 3.2.5c 0.932 0.932 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -226.8 0.0 0.0 0.0 0.0 TF *A2 *A1 ~T ONE 56.7 56.7 0.00 -9.64 0.00 0.00 0.00 0.00 9999.00 3.2.5c 0.932 0.932 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -226.8 0.0 0.0 0.0 0.0 TUBE *A1 *A2 ~TUBE ONE 56.7 56.7 100.00 -9.57 0.00 0.00 0.00 0.00 9999.00 D/T > 20000/Fy 0.934 0.934 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -225.1 0.0 0.0 0.0 0.0 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ D I M E N S I O N S O F R E S I Z E D C L A S S E S +++ ================================================================= New / Old in Inches Class Property Name No Type A B C D E F G H TS Space -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~T 1 F60-.875 60.000 0.875 48.000 TUBE 60.000 0.125 60.000 ~TUBE 1 F60-.875 60.000 0.875 48.000 TUBE 60.000 0.125 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- R *A2 *A1 ~R ONE 57.5 57.5 0.00 -9.40 0.00 0.00 0.00 0.00 0.53 Eq. 3.3.1-4 0.931 0.931 17.67 25.57 25.57 14.40 14.40 -1743.0 0.0 0.0 0.0 0.0 T *A2 *A1 ~T ONE 56.7 56.7 0.00 -9.64 0.00 0.00 0.00 0.00 9999.00 3.2.5c 0.932 0.932 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -226.8 0.0 0.0 0.0 0.0 TF *A2 *A1 ~T ONE 56.7 56.7 0.00 -9.64 0.00 0.00 0.00 0.00 9999.00 3.2.5c 0.932 0.932 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -226.8 0.0 0.0 0.0 0.0 TUBE *A1 *A2 ~TUBE ONE 56.7 56.7 100.00 -9.57 0.00 0.00 0.00 0.00 9999.00 D/T > 20000/Fy 0.934 0.934 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -225.1 0.0 0.0 0.0 0.0 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ D I M E N S I O N S O F R E S I Z E D C L A S S E S +++ ================================================================= New / Old in Inches Class Property Name No Type A B C D E F G H TS Space -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~T 1 F60-.875 60.000 0.875 48.000 TUBE 60.000 0.125 60.000 ~TUBE 1 F60-.875 60.000 0.875 48.000 TUBE 60.000 0.125 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- R *A2 *A1 ~R ONE 57.5 57.5 0.00 -9.40 0.00 0.00 0.00 0.00 0.53 Eq. 3.3.1-4 0.931 0.931 17.67 25.57 25.57 14.40 14.40 -1743.0 0.0 0.0 0.0 0.0 T *A2 *A1 ~T ONE 56.7 56.7 0.00 -9.64 0.00 0.00 0.00 0.00 9999.00 3.2.5c 0.932 0.932 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -226.8 0.0 0.0 0.0 0.0 TF *A2 *A1 ~T ONE 56.7 56.7 0.00 -9.64 0.00 0.00 0.00 0.00 9999.00 3.2.5c 0.932 0.932 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -226.8 0.0 0.0 0.0 0.0 TUBE *A1 *A2 ~TUBE ONE 56.7 56.7 100.00 -9.57 0.00 0.00 0.00 0.00 9999.00 D/T > 20000/Fy 0.934 0.934 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -225.1 0.0 0.0 0.0 0.0 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ D I M E N S I O N S O F R E S I Z E D C L A S S E S +++ ================================================================= New / Old in Inches Class Property Name No Type A B C D E F G H TS Space -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~T 1 B60-1. 60.000 1.000 144.000 TUBE 60.000 0.125 60.000 ~TUBE 1 B60-1. 60.000 1.000 144.000 TUBE 60.000 0.125 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- R *A2 *A1 ~R ONE 57.5 57.5 0.00 -9.40 0.00 0.00 0.00 0.00 0.53 Eq. 3.3.1-4 0.931 0.931 17.67 25.57 25.57 14.40 14.40 -1743.0 0.0 0.0 0.0 0.0 T *A2 *A1 ~T ONE 56.7 56.7 0.00 -9.64 0.00 0.00 0.00 0.00 9999.00 3.2.5c 0.932 0.932 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -226.8 0.0 0.0 0.0 0.0 TF *A2 *A1 ~T ONE 56.7 56.7 0.00 -9.64 0.00 0.00 0.00 0.00 9999.00 3.2.5c 0.932 0.932 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -226.8 0.0 0.0 0.0 0.0 TUBE *A1 *A2 ~TUBE ONE 56.7 56.7 100.00 -9.57 0.00 0.00 0.00 0.00 9999.00 D/T > 20000/Fy 0.934 0.934 14.35 16.00 16.00 20.00 20.00 0.67 Eq. 3.3.1-4 -225.1 0.0 0.0 0.0 0.0 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ D I M E N S I O N S O F R E S I Z E D C L A S S E S +++ ================================================================= New / Old in Inches Class Property Name No Type A B C D E F G H TS Space -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~T 1 A60-1.75 60.000 1.750 TUBE 60.000 0.125 60.000 ~TUBE 1 A60-1.75 60.000 1.750 TUBE 60.000 0.125 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- R *A2 *A1 ~R ONE 57.5 57.5 0.00 -9.40 0.00 0.00 0.00 0.00 0.53 Eq. 3.3.1-4 0.931 0.931 17.67 25.57 25.57 14.40 14.40 -1743.0 0.0 0.0 0.0 0.0 T *A2 *A1 ~T ONE 58.2 58.2 0.00 -0.71 0.00 0.00 0.00 0.00 0.67 Sec. 3.2.5 1.158 1.158 23.02 36.86 36.86 20.00 20.00 0.02 Eq. 3.3.1-2 -226.8 0.0 0.0 0.0 0.0 TF *A2 *A1 ~T ONE 58.2 58.2 0.00 -0.71 0.00 0.00 0.00 0.00 0.02 Eq. 3.3.1-2 1.158 1.158 23.02 36.86 36.86 20.00 20.00 -226.8 0.0 0.0 0.0 0.0 TUBE *A1 *A2 ~TUBE ONE 58.2 58.2 100.00 -0.70 0.00 0.00 0.00 0.00 0.67 Sec. 3.2.5 1.158 1.158 23.02 36.86 36.86 20.00 20.00 0.02 Eq. 3.3.1-2 -225.1 0.0 0.0 0.0 0.0 Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== IMAGES OF INPUT DATA . . . . . . . . . . . . . . . . . 1 CLASS DIMENSIONS SUMMARY . . . . . . . . . . . . . . . 2 MATERIAL AND REDESIGN SUMMARY . . . . . . . . . . . . 3 CLASS SECTION SUMMARY . . . . . . . . . . . . . . . . 4 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 5 DIMENSIONS OF RESIZED CLASSES . . . . . . . . . . . . 6 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 7 DIMENSIONS OF RESIZED CLASSES . . . . . . . . . . . . 8 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 9 DIMENSIONS OF RESIZED CLASSES . . . . . . . . . . . . 10 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 11 DIMENSIONS OF RESIZED CLASSES . . . . . . . . . . . . 12 WS BEAM CHECK STANDARD . . . . . . . . . . . . . . . . 13 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 14