| No. | Module | Bundle configuration | Custom configuration
(price for separate item) |
|---|
| Mini | Standard | Standard plus | PRO |
|---|
1
| Solution for linear systems of equations. Forces, stresses, design combinations of forces (DCF) and design combinations of loads (DCL) are determined. |
|
Linear SOLVER:
| | | | | |
| Library contains elements that allow you to generate model of the structure and determine its stress-strain state. |
| - static analysis, FE library |
+
|
+
|
+
|
+
|
1200*
|
| Analysis on different types of dynamic loads (modal analysis, earthquake, wind pulsation, impulse, impact, harmonic vibration). |
| - dynamic analysis: | | | | | |
| | • wind pulsation |
-
|
+
|
+
|
+
|
120
|
| | • earthquake |
+
|
+
|
+
|
+
|
120
|
| | • impulse |
-
|
-
|
+
|
+
|
60
|
| | • impact |
-
|
-
|
+
|
+
|
60
|
| | • harmonic vibrations |
-
|
-
|
+
|
+
|
120
|
| | • accelerograms |
-
|
-
|
+
|
+
|
60
|
| | • response spectrum |
-
|
-
|
+
|
+
|
120
|
2
| Calculation of design combinations of forces. |
| Design combinations of forces (DCF) |
+
|
+
|
+
|
+
|
120
|
3
Super-elements (SE) are used to divide the model (basic model) into separate blocks (super-elements) in order to simplify analysis process and make the design model easy to use. Super-elements are used in the following cases:
- the problem contains a large number of identical structural elements (STE);
- the size of the problem exceeds the capabilities of computer (memory, processing speed);
- for nonlinear analysis with local concentration of nonlinear elements.
|
| Super-elements (SE) |
-
|
-
|
-
|
+
|
420
|
4
| Analysis of physically and geometrically nonlinear systems of equations by step-type method. Analysis results present data on displacements, crack propagation, plastic hinges, etc. in text, numerical and graphic form. |
| Nonlinear SOLVER: | | | | | |
| Geometry of the structure and membrane forces that appear in the elements are taken into account. Calculation of buckling modes. |
| • geometrical nonlinearity |
-
|
-
|
-
|
+
|
420
|
| Realized with extensive library of material deformation laws (stress-strain relations). These laws allow you to simulate almost all physically nonlinear properties of material. |
| • physical nonlinearity |
-
|
-
|
-
|
+
|
780
|
5
| Generation of design models and evaluation of analysis results. |
| Graphical user environment (LIR-VISOR) |
+
|
+
|
+
|
+
|
900*
|
6
| Stability analysis of design model at the elastic stage (stability factors, first form of buckling and effective length factors for bars are determined). |
| Stability analysis (STABILITY) |
-
|
+
|
+
|
+
|
240
|
7
| Calculation of loads that aboveground part of design model transfers onto the foundation. It is also possible to determine loads that one element of the model takes up from the other element. |
| Loads on the fragment of the structure (FRAGMENT) |
-
|
+
|
+
|
+
|
60
|
8
| Calculation of principal and equivalent stresses according to different criteria of rupture. |
| Criteria of rupture (LITERA) |
-
|
-
|
+
|
+
|
120
|
9
| Calculation of displacements and forces in design model from linear combinations of loads. |
| Design combinations of loads (DCL) |
-
|
+
|
+
|
+
|
120
|
10
| Analysis and design of reinforced concrete structures. Based on force and stress analysis, this module allows you to unify elements, assign structural elements (STE) and arrange reinforcement. |
| Module for analysis and design of reinforced concrete structures (LIR-ARM) |
+
|
+
|
+
|
+
|
240
|
11
| In this module you can determine and check the specified reinforcement in bars and plate elements. |
| Module for analysis and design of reinforced concrete structures in local mode (LIR-LARM) |
-
|
+
|
+
|
+
|
500
|
12
| Analysis and design of steel structures. Based on force and stress analysis, this module allows you to unify elements, assign structural elements (STE), determine and check the sections of the elements. |
| Module for analysis and design of steel structures (LIR-STC) |
+
|
+
|
+
|
+
|
500
|
13
| In this module you can edit existing and create new files of steel tables. |
| Steel Rolled Shapes (LIR-SRS) |
-
|
+
|
+
|
+
|
120
|
14
| In this module you can create non-standard sections of bars, calculate section properties and stresses in the section. |
| Non-standard Sections of Bar (LIR-SB) |
-
|
+
|
+
|
+
|
500
|
15
| In this module you can create geometry for thin-walled section of bars and calculate its stiffness properties. |
| Sections of Thin-walled Bar (LIR-STB) |
-
|
+
|
+
|
+
|
500
|
| | Limitations on the size of problem |
2000 nodes and 2000 elements
|
unlimited
|
unlimited
|
unlimited
|
unlimited
|
| |
SUBTOTAL:
|
500
|
2800
|
3500
|
5000
|
|
| |
TOTAL PAYMENT with VAT (20%):
|
600
|
3360
|
4200
|
6000
|
|
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