gottemewrong
Structural
- Apr 22, 2007
- 9
hello pals,
I have some problem with my 4 level space frame which I design with plates to get away slab stiffness attach to frames after meshing it sub divide my whole length beam into sub-beams 1 meter in length as I run the Analysis I have no errors and warning messages but got this messages at out-put:
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
I already posted in other forum but need to solve this problem, thanks your in-put is highly appreciated.
gottemewrong]
I have some problem with my 4 level space frame which I design with plates to get away slab stiffness attach to frames after meshing it sub divide my whole length beam into sub-beams 1 meter in length as I run the Analysis I have no errors and warning messages but got this messages at out-put:
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT PERFORMED.
I already posted in other forum but need to solve this problem, thanks your in-put is highly appreciated.
gottemewrong]
