Output for Three-Span Beam Structure


===========================================================================
Title : DESCRIPTION OF FINITE ELEMENT MESH                                 
===========================================================================

=======================
Profile of Problem Size
=======================

   Dimension of Problem        =      2

   Number Nodes                =      4
   Degrees of Freedom per node =      3
   Max No Nodes Per Element    =      2

   Number Elements             =      3
   Number Element Attributes   =      1
   Number Loaded Nodes         =      3
   Number Loaded Elements      =      0

===================================================
Node#      X_coord         Y_coord        Tx     Ty
===================================================

    1    0.0000e+00 m    0.0000e+00 m     -1     -2     -3 
    2    1.0000e+01 m    0.0000e+00 m      1     -4      2 
    3    2.0000e+01 m    0.0000e+00 m      3     -5      4 
    4    2.5000e+01 m    0.0000e+00 m      5      6      7 

====================================================================
Element#     Type         node[1]   node[2]      Element_Attr_Name
======================================================================

       1   FRAME_2D             1         2      beamelmt
       2   FRAME_2D             2         3      beamelmt
       3   FRAME_2D             3         4      beamelmt

====================== 
Element Attribute Data 
====================== 

Element Attribute No   1 : name     = "beamelmt" 
                         : section  = "beamsection" 
                         : material = "beammaterial" 
                         : type     = FRAME_2D
                      : Young's Modulus =  E =        2.000e+02 GPa
                      : Poisson's ratio = nu =        2.500e-01   
                      : Inertia Izz     =        6.600e-04 m^4
                      : Area            =        4.260e-02 m^2
                        
EXTERNAL NODAL LOADINGS 
================================================
Node#        Fx (N)        Fy (N)      Mz (N.m)
================================================
    2          0.00     -15000.00      -4166.67
    3          0.00     -10000.00      16666.67
    4          0.00        -10.00          0.00

============= End of Finite Element Mesh Description ==============

============================================================
 Node                           Displacement                
   No            displ-x           displ-y             rot-z
============================================================
 units                m                 m               rad 
   1         0.00000e+00       0.00000e+00       0.00000e+00
   2         0.00000e+00       0.00000e+00       1.35281e-04
   3         0.00000e+00       0.00000e+00      -6.98954e-04
   4         0.00000e+00      -6.65133e-03      -1.64592e-03

Member forces for Element         1 

End 1 : Horizontal =        -0 N 
        Vertical   =      6071 N 
        Moment     = 1.607e+04 N.m 
End 2 : Horizontal =         0 N 
        Vertical   =      3929 N 
        Moment     =     -5357 N.m 

Member forces for Element         2 

End 1 : Horizontal =        -0 N 
        Vertical   =      5536 N 
        Moment     =      5357 N.m 
End 2 : Horizontal =         0 N 
        Vertical   = 1.446e+04 N 
        Moment     =    -5e+04 N.m 

Member forces for Element         3 

End 1 : Horizontal =        -0 N 
        Vertical   =     1e+04 N 
        Moment     =     5e+04 N.m 
End 2 : Horizontal =         0 N 
        Vertical   =    -1e+04 N 
        Moment     = -2.91e-11 N.m 

Support Reactions 
===============================================
Support A : Vertical Reaction =     6.071 kN 
                  Wall Moment =     16.07 kN.m 

Support B : Vertical Reaction =     9.464 kN 

Support C : Vertical Reaction =     24.46 kN 
===============================================


Developed in March 1998 by Mark Austin
Last Modified March 3, 1998
Copyright © 1998, Mark Austin, Department of Civil Engineering, University of Maryland