SCAD++

The meshing mode now enables to create a meshing contour as a boundary of the convex hull of the selected nodes.

SCAD++

Subsoil parameters and the specified reinforcement can now be input in the projects of the Forum type.

SCAD++

The error in the calculation of transverse reinforcement in bars according to SP 63.13330.2012, which could occur at very large longitudinal forces creating stresses greater than Rb (2Rbt), has been corrected.

Accelerogram Editor

When plotting the response spectra, you can now specify the data on the damping of oscillations not only as the logarithmic decrement of oscillations, but also as the coefficient of internal friction, energy absorption factor, ...

SCAD++

The possibilities of displaying elements the DCF of which include the selected loadings have been expanded in the DCF postprocessor.

The assessment of local buckling of bar elements has been refined.

The selection of DCF for the case when there are both mutually exclusive and related loadings has been refined.

SCAD 11.7

The assessment of local buckling of bar elements has been refined.

The selection of DCF for the case when there are both mutually exclusive and related loadings has been refined.

SCAD++

You can now view the accelerograms when specifying the data and viewing the results of the Response spectra subsystem.

The error in the specification of the rigidity names for rolled steel sections has been corrected.

The errors of setting the display filters of loads have been corrected.

The Divide plates along the intersection line operation enables to divide not only the intersecting elements but the adjacent ones as well for the projects of the Forum type.

The data transfer from Cross to SCAD has been refined.

The calculation of the tilt of the foundation slab has been optimized.

Accelerogram Editor

Verification examples have been added.

SCAD++

The bug that in some cases caused the program to crash when creating plate elements has been fixed.

You can now view and generate a report document about all groups of reinforced concrete or steel elements.

SCAD++

You can now set (delete buttons of) display and visualization filters.

SCAD++

When drawing the uniformly distributed loads on bars the following setting is considered “Do not take into account the loads on rigid inserts when specifying the uniformly distributed loads on bar elements”.

The spectra of total accelerations have been added in the Response spectra subsystem.

SCAD++

The SCAD API library has been added.