Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 0.342 0.000 *02 BASIC 0.000 0.000 -0.000 0.000 0.325 0.000 *03 BASIC 0.000 0.000 -0.000 0.000 0.920 0.000 *04 BASIC 0.000 0.000 0.000 0.000 0.000 0.000 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 0.00 0.00 12.45 0.00 0.00 0.00 FIXE|002 *02 ~FIXED1 BASIC 0.00 0.00 24.26 0.00 0.00 0.00 FIXE|003 *03 ~FIXED1 BASIC 0.00 0.00 13.80 -0.00 0.00 0.00 FIXE|004 *04 ~FIXED2 BASIC 0.00 0.00 1.99 -0.00 0.00 0.00 Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- EXAM|005 *01 *02 ~EXAMPL1 BASIC 36.2 0.0 50.00 0.00 -23.13 0.00 0.00 2.73 0.97 Eq H1-3 1.176 1.176 19.48 23.76 27.00 14.40 14.40 EXAM|006 *02 *03 ~EXAMPL2 BASIC 36.2 0.0 50.00 0.00 -21.94 0.00 0.00 2.59 1.02 Eq H1-3 1.176 1.176 19.48 21.60 27.00 14.40 14.40 EXAM|007 *03 *04 ~EXAMPL3 BASIC 74.4 0.0 50.00 0.00 30.64 0.00 0.00 1.57 0.94 Eq H1-3 1.176 1.176 20.11 32.70 36.76 20.00 20.00 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~EXAMPL2 1 W16X45 7.035 16.130 0.345 0.565 W16X40 6.995 16.010 0.305 0.505 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- EXAM|005 *01 *02 ~EXAMPL1 BASIC 36.2 0.0 50.00 0.00 -23.13 0.00 0.00 2.73 0.97 Eq H1-3 1.176 1.176 19.48 23.76 27.00 14.40 14.40 EXAM|006 *02 *03 ~EXAMPL2 BASIC 36.2 0.0 50.00 0.00 -19.54 0.00 0.00 2.29 0.90 Eq H1-3 1.176 1.176 19.49 21.60 27.00 14.40 14.40 EXAM|007 *03 *04 ~EXAMPL3 BASIC 74.4 0.0 50.00 0.00 30.64 0.00 0.00 1.57 0.94 Eq H1-3 1.176 1.176 20.11 32.70 36.76 20.00 20.00 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 0.342 0.000 *02 BASIC 0.000 0.000 -0.000 0.000 0.287 0.000 *03 BASIC 0.000 0.000 -0.000 0.000 0.920 0.000 *04 BASIC 0.000 0.000 0.000 0.000 0.000 0.000 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 0.00 0.00 12.45 0.00 0.00 0.00 FIXE|002 *02 ~FIXED1 BASIC 0.00 0.00 24.25 0.00 0.00 0.00 FIXE|003 *03 ~FIXED1 BASIC 0.00 0.00 13.79 -0.00 0.00 0.00 FIXE|004 *04 ~FIXED2 BASIC 0.00 0.00 1.99 -0.00 0.00 0.00 Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 0.00 0.00 12.45 0.00 0.00 0.00 0.00 0.00 12.45 0.00 0.00 0.00 FIXE|002 *02 ~FIXED1 0.00 0.00 24.25 0.00 0.00 0.00 0.00 0.00 24.25 0.00 0.00 0.00 FIXE|003 *03 ~FIXED1 0.00 0.00 13.79 -0.00 0.00 0.00 0.00 0.00 13.79 -0.00 0.00 0.00 FIXE|004 *04 ~FIXED2 0.00 0.00 1.99 -0.00 0.00 0.00 0.00 0.00 1.99 -0.00 0.00 0.00 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- EXAM|005 *01 *02 ~EXAMPL1 BASIC 36.2 0.0 50.00 0.00 -23.13 0.00 0.00 2.73 0.97 Eq H1-3 1.176 1.176 19.48 23.76 27.00 14.40 14.40 EXAM|006 *02 *03 ~EXAMPL2 BASIC 36.2 0.0 50.00 0.00 -19.54 0.00 0.00 2.29 0.90 Eq H1-3 1.176 1.176 19.49 21.60 27.00 14.40 14.40 EXAM|007 *03 *04 ~EXAMPL3 BASIC 74.4 0.0 50.00 0.00 30.64 0.00 0.00 1.57 0.94 Eq H1-3 1.176 1.176 20.11 32.70 36.76 20.00 20.00 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * AISC BEAM EXAMPLES 1 TO 3 * * * *************************************************************************************************************** +++ 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