New feature added for introducing Intermediate Mass Points based on Mass Modeling Frequency entered by the user. This feature can be accessed through Layout window > Edit > Refine Nodal Mesh. Refer Annexure A of ReadmeSupplement_760.pdf for more details.

Dynamic Susceptibility stresses calculation is enhanced to include the Stress Intensification Factor (SIF) as per Annex A of EN 13480-3.

New feature added to export in .csv format element forces and moments in Local coordinate system contributed by each mode participating in Response Spectrum analysis. CAEPIPE will automatically name the csv file by appending "_MFM" to the primary name of the model file name. Refer Annexure B of ReadmeSupplement_760.pdf for details.

New feature added to combine element forces and moments, support loads and displacements using NRL summation method for Response Spectrum loads. Refer to Annexure C of ReadmeSupplement_760.pdf for more details.

Refinement of Nodal Mesh for buried piping (that was implemented in Version 7.50) has been moved and combined with the option "Refine Nodal Mesh" available through Layout Window > Edit. Refer Annexure D of ReadmeSupplement_760.pdf for details.

Bug Correction: Generic Support input was not allowing the user to enter negative values for off-diagonal terms.

Bug Correction: Support load for Generic Support was not combined properly for Response Spectrum loads. This bug exists from Version 6.60 through Version 7.50.

Bug Correction: Friction force was computed and shown for Limit Stop loads output even with a small lateral displacement value of 1E-05 inch.

Bug Correction: Inserting a new row in the layout window disabled the "Location" element type in the "Element Dialog".

Bug Correction: Field "Inside Diameter of Reverse Flange" was not disabled for other Flange Types in the module "Flange Model".

Bug Correction: Copy & Paste command was locating the additional support defined at the same node using "Location" card to a new node that does not exist.

Bug Correction: Unable to find the local x direction of the Ball Joint when the fields DX, DY and DZ are BLANK in the Layout window for an element preceding the Ball Joint.