EXAMPLE 301
Space Frame Element
Three displacements and three rotations per node
Cross-section symmetric in local member axes

    Y, MINOR AXIS OF MEMBER CROSS_SECTION IS || TO THE Y-AXIS
    |
    * 3, IF THREE NODES GIVEN, THIRD ONE DEFINES LOCAL Y
    |    ELSE, LOCAL Y IS FALLS IN GLOBAL Y, LOCAL X PLANE
    |
    |1               2
    *------(e)-------* ---> X, MEMBER LENGTH IS ALONG THE X-AXIS
  /
 /
Z, MAJOR AXIS OF MEMBER CROSS_SECTION IS || TO THE Z-AXIS

PROPERTIES: 1 AREA, 2 IX, 3 IY, 4 IZ, 5 ELASTIC MODULUS
  6 SHEAR MODULUS, 7 LOAD/LENGTH AT NODE 1, 8 LOAD/LENGTH AT NODE 2
  9 THIRD REFERENCE NODE (if used)
  OPTIONAL: for stress recovery (Default to solid circle A)
  10 OUTER RADIUS IF CIRCULAR OR LOCAL Y HEIGHT IF RECTANGULAR
  11 LOCAL Z WIDTH IF RECTANGULAR

DATA_SET 01 
Weaver space frame fig 3-8 p 132, 146-7
Weaver, "Comp Prog f Str Analysis" p 132, 146

DATA_SET 02 
Beaufait detail space frame p255-71      
Beaufait, et al "Comp Meth Structural Anal" p255-71
The authors give a very detailed hand solution of all matrices

DATA_SET 03
M.D. Vanderbilt space frame example F1
Vanderbilt "Matrix Structural Analysis" 1974, Appendix F, 381-4

DATA_SET 04
Beaufait detail plane frame p164-74
Beaufait, et al "Comp Meth Structural Anal" p255-71

DATA_SET 05
Weaver, "Comp Prog for Structural Analysis" p 133, 148-9 space frame
A space frame requiring a third node to define orientation

DATA_SET 06
Smith Griffths (2nd Ed) Prog the FEM
Space frame Ex. 4.4b page137-141
A space frame requiring a third node to define orientation
for the third member with a rectangular cross section

DATA_SET 07
Fixed Fixed square beam with center load validation.

DATA_SET 08
Beaufait detail plane frame p164-74
Beaufait, et al "Comp Meth Structural Anal" p255-71
Tests third node as orientation data. See 301_04.

DATA_SET 09
Nash "Strength of Mat" p59 
Torsion of two shafts with gear MPC, stress recovery too.
No tangential forces used.

DATA_SET 10
Nash "Strength of Mat" p59 
Torsion of two shafts with gear MPC, stress recovery too.
Tangential forces from element reactions used.
Huge unreasonable lateral displacements. 

DATA_SET 11
Nash "Strength of Mat" p59 
Torsion of two shafts with gear MPC, stress recovery too.
Tangential forces from element reactions used.
Bearing supports added 2" from each gear.
Reasonable lateral displacements. 

DATA_SET 12
Nash Torsion + Bending stress check p 279-80
Torsion of circular shaft with forcs and torques. 
Stress recovery too.