Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 0.000 0.000 *02 BASIC 0.000 0.000 -0.114 0.000 0.000 0.000 *03 BASIC 0.000 0.000 -0.079 0.000 0.000 0.000 *06 BASIC 0.000 0.000 -0.111 0.000 0.000 0.000 *09 BASIC 0.000 0.000 -0.036 0.096 -0.089 0.000 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIXE|001 *01 ~FIXED1 BASIC -5.71 -17.14 1970.00 0.00 0.00 -0.00 FIXE|002 *09 ~FIXED2 BASIC -5.71 -17.14 0.00 0.00 0.00 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- COL1|003 *01 *02 ~COL1 BASIC 59.2 51.1 0.01 -17.27 0.00 0.00 0.00 0.00 0.99 Eq H1-1 0.699 0.821 17.50 23.76 27.00 14.40 14.40 COL2|004 *01 *03 ~COL2 BASIC 48.3 42.5 0.01 -17.31 0.00 0.00 0.00 0.00 0.94 Eq H1-1 0.859 0.930 18.50 23.76 27.00 14.40 14.40 COL3|005 *01 *06 ~COL3 BASIC 62.5 58.0 0.01 -17.95 0.00 0.00 0.00 0.00 1.04 Eq H1-1 0.623 0.702 17.18 23.76 27.00 14.40 14.40 COL4|006 *01 *09 ~COL4 BASIC 27.0 45.0 50.00 -6.25 8.31 7.84 -0.23 -2.59 0.93 Eq H1-2 1.141 1.077 18.78 23.76 27.00 14.40 14.40 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~COL3 1 W12X120 12.320 13.120 0.710 1.105 W12X106 12.220 12.890 0.610 0.990 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- COL1|003 *01 *02 ~COL1 BASIC 59.2 51.1 0.01 -17.27 0.00 0.00 0.00 0.00 0.99 Eq H1-1 0.699 0.821 17.50 23.76 27.00 14.40 14.40 COL2|004 *01 *03 ~COL2 BASIC 48.3 42.5 0.01 -17.31 0.00 0.00 0.00 0.00 0.94 Eq H1-1 0.859 0.930 18.50 23.76 27.00 14.40 14.40 COL3|005 *01 *06 ~COL3 BASIC 62.1 57.6 0.01 -15.86 0.00 0.00 0.00 0.00 0.92 Eq H1-1 0.694 0.762 17.22 23.76 27.00 14.40 14.40 COL4|006 *01 *09 ~COL4 BASIC 27.0 45.0 50.00 -6.25 8.31 7.84 -0.23 -2.59 0.93 Eq H1-2 1.141 1.077 18.78 23.76 27.00 14.40 14.40 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 0.000 0.000 *02 BASIC 0.000 0.000 -0.114 0.000 0.000 0.000 *03 BASIC 0.000 0.000 -0.079 0.000 0.000 0.000 *06 BASIC 0.000 0.000 -0.098 0.000 0.000 0.000 *09 BASIC 0.000 0.000 -0.036 0.096 -0.089 0.000 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIXE|001 *01 ~FIXED1 BASIC -5.71 -17.14 1970.00 0.00 0.00 -0.00 FIXE|002 *09 ~FIXED2 BASIC -5.71 -17.14 0.00 0.00 0.00 0.00 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- FIXE|001 *01 ~FIXED1 -5.71 -17.14 1970.00 0.00 0.00 -0.00 -5.71 -17.14 1970.00 0.00 0.00 -0.00 FIXE|002 *09 ~FIXED2 -5.71 -17.14 0.00 0.00 0.00 0.00 -5.71 -17.14 0.00 0.00 0.00 0.00 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- COL1|003 *01 *02 ~COL1 BASIC 59.2 51.1 0.01 -17.27 0.00 0.00 0.00 0.00 0.99 Eq H1-1 0.699 0.821 17.50 23.76 27.00 14.40 14.40 COL2|004 *01 *03 ~COL2 BASIC 48.3 42.5 0.01 -17.31 0.00 0.00 0.00 0.00 0.94 Eq H1-1 0.859 0.930 18.50 23.76 27.00 14.40 14.40 COL3|005 *01 *06 ~COL3 BASIC 62.1 57.6 0.01 -15.86 0.00 0.00 0.00 0.00 0.92 Eq H1-1 0.694 0.762 17.22 23.76 27.00 14.40 14.40 COL4|006 *01 *09 ~COL4 BASIC 27.0 45.0 50.00 -6.25 8.31 7.84 -0.23 -2.59 0.93 Eq H1-2 1.141 1.077 18.78 23.76 27.00 14.40 14.40 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLE 1 p. 3-4 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 1 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 2 WS BEAM CHECK SUMMARY . . . . . . . . . . . . . . . . 3 DIMENSIONS OF RESIZED CLASSES . . . . . . . . . . . . 4 WS BEAM CHECK SUMMARY . . . . . . . . . . . . . . . . 5 DIMENSIONS OF RESIZED CLASSES . . . . . . . . . . . . 6 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 7 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 8 RESTRAINT ENVELOPE STANDARD . . . . . . . . . . . . . 9 WS BEAM CHECK SUMMARY . . . . . . . . . . . . . . . . 10 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 11