Articles in this category Timber Slab You can watch the modeling video about timber slabs by clicking the related link, or by searching "StatiCAD Timber Slab" on YouTube. Vertical Tie Beam Stiffnesses The earthquake code states that vertical tie beams are suitable for use at building corners, wall intersections, and beside doors and windows, but does not specify how they should be considered in cal... Explanation of Performance Result Differences Between Versions CONTRIBUTION OF INSUFFICIENT WALLS TO FLOOR SHEAR FORCE 1. In StatiCAD-Yigma VERSION 3, earthquake forces are applied in the X and Y directions. The absolute values of additional shear forces acting ... VERSION 4 Floor Torsion Moment Calculation Differences VERSION 4 FLOOR TORSION MOMENT CALCULATION DIFFERENCES Source: Risky Building Training Course Notes In the formula: Mx = V * ey My = V * ex Vxi = (V * kxi / total_kxi) - V * kxi / J * ey * (yi - ... Save Error If an error occurs while the program is saving: Paste the attached StatiCADData file into the C:\StatiCAD\YigmaV4Pro folder, overwriting the existing file. You do not need to close the program while... Version 4 DWG Import You can watch the process of creating a structural model from an architectural project (DXF, DWG) in StatiCAD-YigmaV4 by clicking the related link. Solid Wall Segments In the StatiCAD-Yigma program, drawing walls as a single piece along the axis without splitting at room intersections, and having the program split the wall by doors and windows (without splitting at ... Slenderness Ratio SLENDERNESS RATIO CALCULATION Operations to be performed for a wall selected as an example: (Floor height - wall top tie beam height) / wall width = slenderness ratio The reduction coefficient corr... Filling Out the Risky Building Assessment Form Filling Out the Masonry Building Assessment Form in Version 4 In the example above, since the building has a partial basement, the basement floor earthquake forces are lower than the ground floor. I... Additional Eccentricity and Building Importance Coefficient in Existing Buildings According to Earthquake Code Section 7, Article 7.4.8, additional eccentricity should not be applied in existing building assessment and strengthening projects. When the "This project is an existing b... DOUBLE ROW Wall Unit Volume Weight Calculation Example DOUBLE ROW WALL UNIT VOLUME WEIGHT CALCULATION DATA Number of Brick Rows in Wall Thickness 2 pcs