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Frame Analysis

Plane structures with arbitrary geometry can be analyzed according to the 1st or 2nd order theory.

With the concrete- steel- or timber module a utilization check is then performed for both the ultimate limit state and the serviceability limit state.

Geometry is easily created through a point and click interface or for common structures the parametric Geometry & Loading module can be used. Standard steel-, concrete- and timber sections can be found in the database or the user can define parametric sections.

A structure can then be designed according to Eurocode. Instability is considered with user defined buckling lengths or by the 2nd order moments.

With the Concrete Module a cracked section analysis considering creep and shrinkage can also be performed.

 

List of the WIN-Statik Frame Analysis instruction videos

 

English

Swedish

▷ Play | WIN-Statik | Frame Analysis - 1 - Geometry ▷ Play | WIN-Statik | Frame Analysis - 1 - Geometri
▷ Play | WIN-Statik | Frame Analysis - 2 - Support conditions ▷ Play | WIN-Statik | Frame Analysis - 2 - Stödförhållanden
▷ Play | WIN-Statik | Frame Analysis - 3 - Sections ▷ Play | WIN-Statik | Frame Analysis - 3 - Tvärsnitt
▷ Play | WIN-Statik | Frame Analysis - 4 - Loads 1 ▷ Play | WIN-Statik | Frame Analysis - 4 - Laster 1
▷ Play | WIN-Statik | Frame Analysis - 5 - Loads 2 ▷ Play | WIN-Statik | Frame Analysis - 5 - Laster 2
▷ Play | WIN-Statik | Frame Analysis - 6 - Analysis results ▷ Play | WIN-Statik | Frame Analysis - 6 - Analysresultat
▷ Play | WIN-Statik | Frame Analysis - 7 - Steel design 1ord (1/4) ▷ Play | WIN-Statik | Frame Analysis - 7 - Ståldim enligt 1 ord. teori (1/4)
▷ Play | WIN-Statik | Frame Analysis - 8 - Steel design 1ord (2/4) ▷ Play | WIN-Statik | Frame Analysis - 8 - Ståldim enligt 1 ord. teori (2/4)
▷ Play | WIN-Statik | Frame Analysis - 9 - Steel design 1ord (3/4) ▷ Play | WIN-Statik | Frame Analysis - 9 - Ståldim enligt 1 ord. teori (3/4)
▷ Play | WIN-Statik | Frame Analysis - 10 - Steel design 1ord (4/4) ▷ Play | WIN-Statik | Frame Analysis - 10 - Ståldim enligt 1 ord. teori (4/4)
▷ Play | WIN-Statik | Frame Analysis - 11 - Steel design 2ord ▷ Play | WIN-Statik | Frame Analysis - 11 - Ståldim enligt 2ord. teori
▷ Play | WIN-Statik | Frame Analysis - 12 - Printout ▷ Play | WIN-Statik | Frame Analysis - 12 - Utskrift
▷ Play | WIN-Statik | Frame Analysis - 13 - Concrete design 1ord (1/4) ▷ Play | WIN-Statik | Frame Analysis - 13 - Betongdim enligt 1ord. teori (1/4)
▷ Play | WIN-Statik | Frame Analysis - 14 - Concrete design 1ord (2/4) ▷ Play | WIN-Statik | Frame Analysis - 14 - Betongdim enligt 1ord. teori (2/4)
▷ Play | WIN-Statik | Frame Analysis - 15 - Concrete design 1ord (3/4) ▷ Play | WIN-Statik | Frame Analysis - 15 - Betongdim enligt 1ord. teori (3/4)
▷ Play | WIN-Statik | Frame Analysis - 16 - Concrete design 1ord (4/4) ▷ Play | WIN-Statik | Frame Analysis - 16 - Betongdim enligt 1ord. teori (4/4)
▷ Play | WIN-Statik | Frame Analysis - 17 - Concrete design 2ord (1/2) ▷ Play | WIN-Statik | Frame Analysis - 17 - Betongdim enligt 2ord. teori (1/2)
▷ Play | WIN-Statik | Frame Analysis - 18 - Concrete design 2ord (2/2) ▷ Play | WIN-Statik | Frame Analysis - 18 - Betongdim enligt 2ord. teori (2/2)

 

Concrete Beam

Analysis and design according to Eurocode for continuous beams. Based on the moments and shear forces calculated in the analysis part; required longitudinal reinforcement and stirrups are determined. Optimization of required reinforcement lengths with regard to bond can be made graphically. In the Serviceability Limit State a cracked section deflection analysis is done and a design regarding crack widths and displacements to meet standard- or user defined requirements can be performed. Alternatively, cracks and displacements can be calculated based on specified reinforcement.

Concrete Section

Either a design of required reinforcement or a check of specified reinforcement can be performed for a number of parametric cross-sections. The software can handle applied moments and shear forces along the principal axes (skew bending) as well as axial force and torque. Reinforcement of various grades and diameters can be mixed with a powerful graphical management to build up an arbitrary reinforcement distribution.

 

 

Concrete Column

Columns can be calculated according to Eurocode considering instability with the curvature or the stiffness method. Either a design of required reinforcement or a check of specified reinforcement can be performed. Bending around the principal axes (biaxial bending) is checked and interaction diagrams are created.

 

 

Concrete Corbel

Design of corbels for vertical and horizontal forces and with optional eccentricity. Required main reinforcement and stirrups are calculated and a detailed reinforcement proposal is

presented.

 

 

 

Geometry & Load Wizard

Timber Design

Steel Design