Contents

Plane Frame Analysis (FEMKERN)

Input Data Format

:INIT
3 4 1 1 1 0
:NODE
0.0 0.0 0 0 1
0.0 10.0 1 1 1
10.0 10.0 1 1 1
10.0 0 1 0 1
:MATERIAL
3.372E5 2.81E4
:ELEMENT
1 1 2
1 2 3
1 3 4
:NODAL_LOAD
2 2 0 0
:MEM_LOAD
2 -0.2 -0.2
2 -1 5
:DISPLACEMENT
1
4 2 1e30 -0.18

:INIT
NoElem NoJoint NoMat NoJointForce NoUD NoPointLoad
:NODE
x y dx dy thz
   :
   : [NoJoint ]
:MATERIAL
EA EI
  : [NoMat ]
:ELEMENT
Mat Joint1 Joint2
   :
   :
   : [NoElem ]
:NODAL_LOAD
Joint Fx Fy Mz
   :
   :
   : [NoJointForce ]
:MEM_LOAD
Element ud1 ud2
   :
   : [NoUD ]
Element PLoad location
   :
   :
   : [NoPointLoad]
/// Options
DISPLACEMENT
NoDisp
Joint direction K displacement
   :
   :
   : [NoDisp]
:PLANE
NoPlane
NoPMat
E nu h
   :
   : [NoPMat]
nd1 nd2 nd3 nd4 mat
   :
   :
   : [NoPlane]
:NODAL_AXIS
noSlope
n1 angle
   :
   :
   : [noSlope]

Out put Data Format

2D Frame Analysis Software-Version 1.00

:Element Force
 Elm:     Fx         Fy         Mz         Fx         Fy         Mz    

   1     -1.000      2.000     -0.000      1.000     -2.000     20.000 
   2     -0.000     -1.000    -20.000      0.000      3.000      0.000 
   3      3.000     -0.000     -0.000     -3.000      0.000     -0.000 

:node  Displacement
 node       Dx         Dy         Rz    

   1 +0.0000000 +0.0000000 -0.0062396 
   2 +0.0505338 +0.0000297 -0.0026809 
   3 +0.0505338 -0.0000890 +0.0014709 
   4 +0.0652432 +0.0000000 +0.0014709 

 Date of Last Modified : [28-02-2005]
 Time of Last Modified : [23:47:55]

 Filename: D:DataprogrammingAppDLLFinAlgodataFrame2DFRAME2.DAT

Method of Analysis

Structural analysis is based on Finite Element Method. Stiffness properties of elements are derived using finite element formulation. Stiffness properties are evaluated accurately for the static loading and linear stress-strain relations. Beam, column, trussbar and plain stress elements are connected via nodes. All external loads are acting along the plane of 2-dimensional structure.