StatiCAD is a software that performs static analysis and project drawings of masonry-buildings according to earthquake regulations.
New buildings can be designed as safe and rapid and also the existing buildings earthquake performance analysis and their strengthening can be carried out.
StatiCAD-Yigma can perform detailed calculations which required by seismic regulations in seconds.
With StatiCAD-Yigma you can calculate the new building’s strength to earthquakes and you can also determine earthquake performances if you wish.
Loads on the walls from the floor calculated with triangle and trapezoid area which is called yield line method, seismic forces are calculated based on the equivalent seismic load method, the capacity controls and stiffness calculations are calculated based upon seismic regulation.
You can expect exact match up with the manual calculation values.
Program makes the detailed calculation in hours which could take for weeks if made by hand.
After modelling of masonry building system is completed ,you can have analysis and make optional calculation reports and get every drawings including Project cover with a single click.
You can edit and print your drawnings with StatiCAD-Yigma’s drawing editor, u can import to programs like AutoCAD or u can convert your drawnings to dxf or dwg format.
StatiCAD-Yigma being developed everyday to be a more powerful design tool.
Orthogonal or non-ortogonal ( corners vertical to eachother or with different angles) can be modeled with StatiCAD-Yigma.
StatiCAD-Yigma can calculate any masonry material via entering material’s parameters either it’s described in earthquake regulations or not.
You can calculate half basement and/or stepped structures , vertical bond beams contribution to the seismic behavior according to elasticity theory principles can also be taken to account if desired.
strengthened and unstrengthened calculation reports and performance reports can be printed separately with a single Project file.
The Contribution of strengthened jackets to walls compressive capacity can be considered as a option.
Building performance level in building performance report automatically decided according to prescribed knowledge level coefficient and acceleration spectrum multiplier.
Load factors for pressure stress controls and shear stress controls can be modified individually by user.
Modelled structure system can be analyzed at once depending on the analysis options.