************************************************************** ************************************************************** Copyright © 1995-2012 BeamPro BEAM ANALYSIS PROGRAM Version (8.6) ************************************************************** ************************************************************** BRIEF MATRIX OUTPUT FOR BeamPro INPUT FILE NAME ====> C:\Users\jon\AppData\Roaming\BeamPro\jon_untitled.cb DATE/TIME ====> October 16, 2014 11:47:32 AM Comments: None **************************** SPAN INFORMATION **************************** **************************** SPAN 1 **************************** Length (in) = 4.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 2 **************************** Length (in) = 2.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 3 **************************** Length (in) = 2.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 4 **************************** Length (in) = 23.00 Moment of Inertia (in^4) = 1.98 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 5 **************************** Length (in) = 2.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 6 **************************** Length (in) = 2.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 7 **************************** Length (in) = 23.00 Moment of Inertia (in^4) = 1.98 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 8 **************************** Length (in) = 2.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 9 **************************** Length (in) = 2.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 10 **************************** Length (in) = 23.00 Moment of Inertia (in^4) = 1.98 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 11 **************************** Length (in) = 2.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 **************************** SPAN 12 **************************** Length (in) = 2.50 Moment of Inertia (in^4) = 17.46 Mod of Elasticity (Psi) = 30000000 ******************************* LOADING INFORMATION ******************************* Span 1 ******************************* LOADING INFORMATION ******************************* Span 2 ******************************* LOADING INFORMATION ******************************* Span 3 ******************************* LOADING INFORMATION ******************************* Span 4 {Point Loads} dist from the left end member (in) = 1.50 Load (#) = -1638.00 ******************************* LOADING INFORMATION ******************************* Span 5 ******************************* LOADING INFORMATION ******************************* Span 6 ******************************* LOADING INFORMATION ******************************* Span 7 {Point Loads} dist from the left end member (in) = 1.50 Load (#) = -1638.00 ******************************* LOADING INFORMATION ******************************* Span 8 ******************************* LOADING INFORMATION ******************************* Span 9 ******************************* LOADING INFORMATION ******************************* Span 10 {Point Loads} dist from the left end member (in) = 1.50 Load (#) = -1638.00 ******************************* LOADING INFORMATION ******************************* Span 11 ******************************* LOADING INFORMATION ******************************* Span 12 *************************** JOINT DISPLACEMENTS ' *************************** Joint # 1 Y Displacement (in) = -0.0033 Z Rotation (deg) = 0.0266 Z Rotation (rad) = 0.0005 Joint # 2 Y Displacement (in) = -0.0012 Z Rotation (deg) = 0.0266 Z Rotation (rad) = 0.0005 Joint # 3 Y Displacement (in) = 0.0000 Z Rotation (deg) = 0.0266 Z Rotation (rad) = 0.0005 Joint # 4 Y Displacement (in) = 0.0012 Z Rotation (deg) = 0.0262 Z Rotation (rad) = 0.0005 Joint # 5 Y Displacement (in) = 0.0001 Z Rotation (deg) = -0.0017 Z Rotation (rad) = 0.0000 Joint # 6 Y Displacement (in) = 0.0000 Z Rotation (deg) = -0.0007 Z Rotation (rad) = 0.0000 Joint # 7 Y Displacement (in) = 0.0000 Z Rotation (deg) = -0.0002 Z Rotation (rad) = 0.0000 Joint # 8 Y Displacement (in) = -0.0007 Z Rotation (deg) = 0.0151 Z Rotation (rad) = 0.0003 Joint # 9 Y Displacement (in) = 0.0000 Z Rotation (deg) = 0.0160 Z Rotation (rad) = 0.0003 Joint # 10 Y Displacement (in) = 0.0007 Z Rotation (deg) = 0.0166 Z Rotation (rad) = 0.0003 Joint # 11 Y Displacement (in) = 0.0005 Z Rotation (deg) = -0.0113 Z Rotation (rad) = -0.0002 Joint # 12 Y Displacement (in) = 0.0000 Z Rotation (deg) = -0.0113 Z Rotation (rad) = -0.0002 Joint # 13 Y Displacement (in) = -0.0005 Z Rotation (deg) = -0.0113 Z Rotation (rad) = -0.0002 **************************** SUPPORT REACTIONS ' **************************** Joint # 1 Shear Reaction (#) = 0.00 Joint # 1 Moment Reaction (IN-#) = 0.00 Joint # 2 Shear Reaction (#) = 0.00 Joint # 2 Moment Reaction (IN-#) = 0.00 Joint # 3 Shear Reaction (#) = -1265.37 Joint # 3 Moment Reaction (IN-#) = 0.00 Joint # 4 Shear Reaction (#) = 0.00 Joint # 4 Moment Reaction (IN-#) = 0.00 Joint # 5 Shear Reaction (#) = 0.00 Joint # 5 Moment Reaction (IN-#) = 0.00 Joint # 6 Shear Reaction (#) = -1776.63 Joint # 6 Moment Reaction (IN-#) = 0.00 Joint # 7 Shear Reaction (#) = 0.00 Joint # 7 Moment Reaction (IN-#) = 0.00 Joint # 8 Shear Reaction (#) = 0.00 Joint # 8 Moment Reaction (IN-#) = 0.00 Joint # 9 Shear Reaction (#) = -1776.63 Joint # 9 Moment Reaction (IN-#) = 0.00 Joint # 10 Shear Reaction (#) = 0.00 Joint # 10 Moment Reaction (IN-#) = 0.00 Joint # 11 Shear Reaction (#) = 0.00 Joint # 11 Moment Reaction (IN-#) = 0.00 Joint # 12 Shear Reaction (#) = -95.37 Joint # 12 Moment Reaction (IN-#) = 0.00 Joint # 13 Shear Reaction (#) = 0.00 Joint # 13 Moment Reaction (IN-#) = 0.00 **************************** SPAN 1 **************************** Maximum '+' Shear (#) = 0.00 @ Location (in) = 0.00 Minimum '-' Shear (#) = 0.00 @ Location (in) = 0.00 Maximum '+' Moment (in-#) = 0.00 @ Location (in) = 0.00 Minimum '-' Moment (in-#) = 0.00 @ Location (in) = 0.00 Maximum '+' Deflection = na @ Location = na Maximum '-' Deflection (in) = -0.003 @ Location (in) = 0.01 **************************** SPAN 2 **************************** Maximum '+' Shear = na @ Location = na Maximum '-' Shear = na @ Location = na Maximum '+' Moment = na @ Location = na Maximum '-' Moment = na @ Location = na Maximum '+' Deflection = na @ Location = na Maximum '-' Deflection (in) = -0.001 @ Location (in) = 0.01 **************************** SPAN 3 **************************** Maximum '+' Shear = na @ Location = na Minimum '-' Shear (#) = -1265.37 @ Location (in) = 0.00 Maximum '+' Moment = na @ Location = na Minimum '-' Moment (in-#) = -3163.43 @ Location (in) = 2.50 Maximum '+' Deflection (in) = 0.001 @ Location (in) = 2.50 Maximum '-' Deflection = na @ Location = na **************************** SPAN 4 **************************** Maximum '+' Shear (#) = 372.63 @ Location (in) = 1.50 Minimum '-' Shear (#) = -1265.37 @ Location (in) = 0.00 Maximum '+' Moment (in-#) = 2950.03 @ Location (in) = 23.00 Minimum '-' Moment (in-#) = -5061.48 @ Location (in) = 1.50 Maximum '+' Deflection (in) = 0.003 @ Location (in) = 6.60 Maximum '-' Deflection = na @ Location = na **************************** SPAN 5 **************************** Maximum '+' Shear (#) = 372.63 @ Location (in) = 0.00 Maximum '-' Shear = na @ Location = na Maximum '+' Moment (in-#) = 3881.61 @ Location (in) = 2.50 Maximum '-' Moment = na @ Location = na Maximum '+' Deflection (in) = 0.000 @ Location (in) = 0.01 Maximum '-' Deflection = na @ Location = na **************************** SPAN 6 **************************** Maximum '+' Shear = na @ Location = na Minimum '-' Shear (#) = -1404.00 @ Location (in) = 0.00 Maximum '+' Moment (in-#) = 3881.61 @ Location (in) = 0.00 Maximum '-' Moment = na @ Location = na Maximum '+' Deflection = na @ Location = na Maximum '-' Deflection = na @ Location = na **************************** SPAN 7 **************************** Maximum '+' Shear (#) = 234.00 @ Location (in) = 1.50 Minimum '-' Shear (#) = -1404.00 @ Location (in) = 0.00 Maximum '+' Moment (in-#) = 3296.61 @ Location (in) = 23.00 Minimum '-' Moment (in-#) = -1734.39 @ Location (in) = 1.50 Maximum '+' Deflection = na @ Location = na Maximum '-' Deflection (in) = -0.001 @ Location (in) = 16.98 **************************** SPAN 8 **************************** Maximum '+' Shear (#) = 234.00 @ Location (in) = 0.00 Maximum '-' Shear = na @ Location = na Maximum '+' Moment (in-#) = 3881.61 @ Location (in) = 2.50 Maximum '-' Moment = na @ Location = na Maximum '+' Deflection = na @ Location = na Maximum '-' Deflection (in) = -0.001 @ Location (in) = 0.01 **************************** SPAN 9 **************************** Maximum '+' Shear = na @ Location = na Minimum '-' Shear (#) = -1542.63 @ Location (in) = 0.00 Maximum '+' Moment (in-#) = 3881.61 @ Location (in) = 0.00 Maximum '-' Moment = na @ Location = na Maximum '+' Deflection (in) = 0.001 @ Location (in) = 2.50 Maximum '-' Deflection = na @ Location = na **************************** SPAN 10 **************************** Maximum '+' Shear (#) = 95.37 @ Location (in) = 1.50 Minimum '-' Shear (#) = -1542.63 @ Location (in) = 0.00 Maximum '+' Moment (in-#) = 25.03 @ Location (in) = 0.00 Minimum '-' Moment (in-#) = -2288.91 @ Location (in) = 1.50 Maximum '+' Deflection (in) = 0.002 @ Location (in) = 9.65 Maximum '-' Deflection = na @ Location = na **************************** SPAN 11 **************************** Maximum '+' Shear (#) = 95.37 @ Location (in) = 0.00 Maximum '-' Shear = na @ Location = na Maximum '+' Moment (in-#) = 0.00 @ Location (in) = 2.50 Minimum '-' Moment (in-#) = -238.43 @ Location (in) = 0.00 Maximum '+' Deflection (in) = 0.000 @ Location (in) = 0.01 Maximum '-' Deflection = na @ Location = na **************************** SPAN 12 **************************** Maximum '+' Shear (#) = 0.00 @ Location (in) = 0.00 Maximum '-' Shear = na @ Location = na Maximum '+' Moment (in-#) = 0.00 @ Location (in) = 2.50 Maximum '-' Moment = na @ Location = na Maximum '+' Deflection = na @ Location = na Maximum '-' Deflection (in) = 0.000 @ Location (in) = 2.50