Arbat

The calculation of inserts has been refined.

KUST

The error in the static analysis of rectangular plate has been corrected.

Kristall

The error related to the incorrect display of drawings in the report of the Continuous Beams mode has been corrected.

Arbat

The error in the punching analysis for a column of circular section has been corrected.

SCAD

The error in the erection analysis has been corrected for the case of rigid bodies.

ZAPROS

The error in the calculation in the Cone Penetration Test mode for the Type I penetrometer has been corrected.

Slope

You can now Zoom in/Zoom out (and move) the image of the slope by scrolling the wheel.

COMET-2

The calculations can now be performed according to Eurocode.

Arbat, Kristall, Decor

When the current editions of the respective codes are used (SP 63.13330.2012,  SP 16.13330.2011, SP 14.13330.2011), the combinations of loadings in the calculation of beams and columns are determined in accordance with the requirements of the current edition of SNiP “Loads and Actions” (SP 20.13330.2011).

Editor of Dynamic Amplification Factor

Azerbaijan codes AzDTN 2.3-1 are now supported.

SCAD

The length between out-of-plane restraints can be specified as greater than the geometric length of the element in the analysis of steel structural members.

Kristall

The length between out-of-plane restraints can be specified as greater than the geometric length of the element in the analysis of steel structural members in the Resistance of Sections and Columns modes.

SCAD

The error in the analysis of geometrically nonlinear structures under the thermal load has been corrected.

The error in the calculation of DCF in the case of crane loads has been corrected.

KUST

The error in the calculation of the geometric properties of the ellipse has been corrected.

Arbat

The error that sometimes occurred during the calculation of a beam divided into a number of segments under a concentrated force has been corrected.

SCAD

Fixed: Combinations of displacements for seismic loads.

SCAD, Kristall

The length between restraints out of the bending plane can now be specified in the analysis of steel structural members. If 0 is specified (it is a default value), then a value equal to the length of the element is used. It applies to not lattice sections. The length between restraints specified by the user is not used in the calculation of lattice sections: the lattice spacing (Kristall) or the spacing of the fictitious lattice (SCAD) created according to the rules described in the documentation is used in the calculation instead:

The parameters of the lattice are not specified in SCAD for the lattice bars. Therefore the lattice members are not checked in the calculation, and it is assumed that the lattice spacing for a hollow section from angles is equal to min(B, H), and for sections from double channels and double I-sections it is equal to the value В.