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FEM software program providing advanced analysis and scripting solutions for structural engineering FreeCAD: An open-source Swiss Army knife of general-purpose engineering toolkits MicroStation: BIM & 3D modeling software applied for civil & structural engineering OpenSees: Earthquake engineering software PROKON: Structural analysis and design ...
The STAAD.Pro Advanced Slab Design workflow is an integrated tool that works from within the STAAD.Pro environment. Concrete slabs can be defined, and the data can be transferred to RAM Concept. The data passed into RAM Concept includes the geometry, section and material properties, loads and combination information, and analysis results.
S-TIMBER - structural analysis and timber design. S-PAD - design and optimization of steel members. S-CONCRETE - section design and detailing tool for reinforced concrete beams, columns and walls. S-LINE - design and detailing of continuous reinforced concrete beams. S-FOUNDATION - analysis and design of reinforced concrete footings and ...
This is an incomplete list of notable applications (apps) that run on iOS where source code is available under a free software/open-source software license.Note however that much of this software is dual-licensed for non-free distribution via the iOS app store; for example, GPL licenses are not compatible with the app store.
The overall mass of concrete can be reduced by 35–50% depending on the design, [1] as a consequence of reduced slab mass, as well as lower requirements for vertical structure and foundations. Biaxial slabs commonly span up to 20 metres at a thickness of around 500 mm. [ citation needed ] The added strength also reduces the acoustic ...
Once the slabs have been raised to their desired height the lifting collars are welded to the columns, along with shear blocks to support the slab from beneath. To assure the security of a structure during the raising of the slabs, the hydraulic jacks , attached to the top of the columns, use synchronized consoles to lift the slabs at an even rate.
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