Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ 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 -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~BRIDGE 1 2.90E+04 0.300 6.50E-06 36.00 60.00 561.00 7.85 S12/// 100.00 30.00 ~CRANE 1 2.90E+04 0.300 6.50E-06 36.00 60.00 459.00 7.85 W12/// Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *01 BASIC 0.000 0.000 0.000 0.000 0.250 0.000 *02 BASIC 0.000 0.000 0.000 0.000 0.253 0.000 *03 BASIC 0.000 0.000 0.000 0.000 0.000 0.000 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- RE1|0001 *01 ~RE1 BASIC 0.00 0.00 2.96 0.00 0.00 0.00 RE1|0002 *02 ~RE1 BASIC 0.00 0.00 5.73 0.00 0.00 0.00 RE2|0003 *03 ~RE2 BASIC 0.00 0.00 3.70 0.00 0.00 0.00 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S U M M A R Y +++ ================================================= 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) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- BRID|004 *01 *02 ~BRIDGE BASIC 57.6 0.0 50.00 0.00 -10.70 0.00 0.00 0.69 1.09 Eq H1-3 1.176 1.176 17.66 9.78 27.00 14.40 14.40 CRAN|005 *02 *03 ~CRANE BASIC 52.3 0.0 50.00 0.00 -10.69 0.00 0.00 0.18 1.19 Eq H1-3 1.176 1.176 18.15 8.97 27.00 14.40 14.40 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ 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 -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~BRIDGE 1 S12X40 5.252 12.000 0.462 0.659 S12X31 5.000 12.000 0.350 0.544 ~CRANE 1 W12X30 6.520 12.340 0.260 0.440 W12X26 6.490 12.220 0.230 0.380 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S U M M A R Y +++ ================================================= 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) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- BRID|004 *01 *02 ~BRIDGE BASIC 58.4 0.0 50.00 0.00 -8.71 0.00 0.00 0.53 0.70 Eq H1-3 1.176 1.176 17.58 12.45 27.00 14.40 14.40 CRAN|005 *02 *03 ~CRANE BASIC 51.9 0.0 50.00 0.00 -9.32 0.00 0.00 0.16 0.90 Eq H1-3 1.176 1.176 18.18 10.33 27.00 14.40 14.40 Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ 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 -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- Nothing Was Resized Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *01 BASIC 0.000 0.000 0.000 0.000 0.204 0.000 *02 BASIC 0.000 0.000 0.000 0.000 0.218 0.000 *03 BASIC 0.000 0.000 0.000 0.000 0.000 0.000 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S T A N D A R D +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- RE1|0001 *01 ~RE1 BASIC 0.00 0.00 3.05 0.00 0.00 0.00 RE1|0002 *02 ~RE1 BASIC 0.00 0.00 5.86 0.00 0.00 0.00 RE2|0003 *03 ~RE2 BASIC 0.00 0.00 3.74 0.00 0.00 0.00 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- RE1|0001 *01 ~RE1 0.00 0.00 3.05 0.00 0.00 0.00 0.00 0.00 3.05 0.00 0.00 0.00 RE1|0002 *02 ~RE1 0.00 0.00 5.86 0.00 0.00 0.00 0.00 0.00 5.86 0.00 0.00 0.00 RE2|0003 *03 ~RE2 0.00 0.00 3.74 0.00 0.00 0.00 0.00 0.00 3.74 0.00 0.00 0.00 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ W S B E A M C H E C K S U M M A R Y +++ ================================================= 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) -------/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- BRID|004 *01 *02 ~BRIDGE BASIC 58.4 0.0 50.00 0.00 -8.71 0.00 0.00 0.53 0.70 Eq H1-3 1.176 1.176 17.58 12.45 27.00 14.40 14.40 CRAN|005 *02 *03 ~CRANE BASIC 51.9 0.0 50.00 0.00 -9.32 0.00 0.00 0.16 0.90 Eq H1-3 1.176 1.176 18.18 10.33 27.00 14.40 14.40 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * GAYLORD & GAYLORD CRANE FOR SHOP BUILDING DP5-2 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== MATERIAL AND REDESIGN SUMMARY . . . . . . . . . . . . 1 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 2 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 3 WS BEAM CHECK SUMMARY . . . . . . . . . . . . . . . . 4 DIMENSIONS OF RESIZED CLASSES . . . . . . . . . . . . 5 WS BEAM CHECK SUMMARY . . . . . . . . . . . . . . . . 6 DIMENSIONS OF RESIZED CLASSES . . . . . . . . . . . . 7 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 8 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 9 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 10 WS BEAM CHECK SUMMARY . . . . . . . . . . . . . . . . 11 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 12