Updates
25
june
2013
Editor of Dynamic Amplification Factor
Azerbaijan codes AzDTN 2.3-1 are now supported.
6
june
2013
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.
29
may
2013
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.
10
may
2013
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.
22
april
2013
SCAD
Fixed: Combinations of displacements for seismic loads.
11
april
2013
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.
22
march
2013
SCAD
The error that occurred at the selection of reinforcement in the case of the unification of DCF has been corrected.
Stricter adherence to SNiP at the stability analysis in the calculation of steel elements.
Kristall
Stricter adherence to SNiP at the stability analysis in the calculation of steel elements.
Kristall, Decor, ComeIn, Arbat
SNiP sections can now be found not only in the report but also in the Factors Diagram dialog box.