30 years in the software engineering.
As a result of analysis, at 3-D display , enlarged displacement behavior of the structure and behavior of the structures animation can be traced.
Technical Specifications of Software
Bearing element’s support conditions can be found by the definition of connection.
Also the support conditions can be chosen separately. All total selections, may be filtered and can be customized. Selected elements , with gyro scroll and three-dimensional vector , can be panned and rotated making the software easier to use. Elements such as a truss on the column can be acting together . In addition at the main screen, three-dimensional arrangement can be done as well as while selecting an axle a planar work or directly on the horizontal layout.
Also the support conditions can be chosen separately. All total selections, may be filtered and can be customized. Selected elements , with gyro scroll and three-dimensional vector , can be panned and rotated making the software easier to use. Elements such as a truss on the column can be acting together . In addition at the main screen, three-dimensional arrangement can be done as well as while selecting an axle a planar work or directly on the horizontal layout.
At Sta- Steel , when calculating column base , profile, the base plate and side plates are modelled using finite shell elements analysis , at concrete base section 8 nodes solid finite element method is used. Anchor bolts are being defined with just pulling frame elements. Between base plate and concrete blocks the surface contact elements are added working under compression .
At iterative finite element calculations ,axial force anchor elements and pulling contact elements are being canceled at the end of each iteration ,when the full state of equilibrium occurs the iteration is being completed. This calculation algorithm causes finding the accurate anchor and concrete stresses and provide the economic foundation design is done.
At an industrial structure, the size of the column base has become very important to the operation of the structure. Needless designed large column legs, in such as warehouses, reduces areas and limits the manipulation of carrier vehicles such as forklifts, and causes non-ergonomic building areas.
The goal of the design next to the security structure is making the design in best functionality.
At iterative finite element calculations ,axial force anchor elements and pulling contact elements are being canceled at the end of each iteration ,when the full state of equilibrium occurs the iteration is being completed. This calculation algorithm causes finding the accurate anchor and concrete stresses and provide the economic foundation design is done.
At an industrial structure, the size of the column base has become very important to the operation of the structure. Needless designed large column legs, in such as warehouses, reduces areas and limits the manipulation of carrier vehicles such as forklifts, and causes non-ergonomic building areas.
The goal of the design next to the security structure is making the design in best functionality.
Moment bearing beam-column joints exactly have same problem. Ste-Steel , as bolts and plates are being modelled with finite elements, the contact elements, between columns and beams which have only compression, with iterative finite element analysis results, bolts, plates and welding stresses, is able to achieve with the simulation. In addition, due to the deformation of bolts and plates, by achieving unit rotational stiffness, structural analysis is taking into account the rotational stiffness, is making participation in macro analysis.
According to the type of connection details and the type of profiles, designing with finite elements and with iterative solutions the end detail analysis operates very quickly. The most important aim is , doing detail analysis matching with accurate to experimental results and provide the unit rotation deformations is taken into account at the structural analysis.
STA Steel
STA4-CAD