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Tower 8 - FREE DEMO You can get free DEMO version of program Tower 8. This free DEMO version has the same functionality as professional version - structural analysis (Theory I and II), stability analysis, modal analysis and seismic analysis - but it is limited to models with max. Concrete design, steel design and timber design are not available. You can freely download and use this program for evaluation or educational purposes only.

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Radimpex Tower 7, application for static and element auxiliary investigation,

solid, steel and timber outline.
Tower 7 is a graphical program for all inclusive investigation

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By giving solid devices that are mechanized, coordinated,

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Essential abilities
• Analysis of static impacts as per first request and second request speculations
• Calculating the basic dependability (deciding the basic powers and clasping lengths)
• Calculating the characteristic qualities (shapes and wavering times of the structure)
• Generating the seismic load as per different principles
• Generating consequently the work of limited components
• Generating consequently the masses in all hubs on the model
• Modeling the pre-assembled floor structures by orthotropic plates
• Modeling the unbending associations in bar hubs (balance pillar – outlines in clear traverses)
• Foundations on flexible ground
• Assigning the totally subjective character and heading of load activity
• Analysis of impacts because of live load (characterizing the totally subjective example and way of live load)
• Calculating because of temperature impacts and bolster uprooting
• Automatic dimensioning of strengthened cement structures.
• Automatic dimensioning of steel structures

• Automatic dimensioning of timber structures
• Creating effectively the brilliant outline documentation with vignette, literary reports and realistic squares
Graphical Interface
• Defining the discretionary planes for drawing
• Simultaneous utilization of planar and space drawing
• Selecting decisively the focuses in the drawing (dynamic osnap with joined criteria)
• Dynamic zoom and container. Dynamic revolution of isometric presentation of the model (circle)
• Generating naturally the vertical components of the structure
• Generating naturally the rotationally symmetric bodies (circle, cone, vault, helix)
• Operating with pieces of drawings (sparing and entering the discretionarily chose parts of the model)
• Presentation of results in surface components by isolines and charts along a discretionarily relegated crossing point line

• Diagrams of stress conveyance in composite cross-segments through characterized phases of developing
• Influences in individual parts of composite cross segment
• Presentation and movement of wavering structures and disfigured model

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