Suche
Unten sind die Ergebnisse Ihrer Suche gelistet.
Volltextergebnisse:
- Module "Horizontal load distribution on shear walls"
- of action in x<sub>Hy</sub>) or specified at the center of mass. By selecting "at center of mass", the position of the forces will be determined from the polygon... ref</sub> and y<sub>ref</sub>) or by entering the center of mass (x<sub>C</sub> and y<sub>C</sub>), as wel... ts and output ===== ==== Output of the stiffness center of walls and center of mass ==== {{en:clt:hotspo
- Module "CLT-Plate 1D - Continuous beam"
- the library can be exported to a csv file. <WRAP center info 100%> **Syntax of the csv file** name;numbe... the library can be exported to a csv file. <WRAP center info 100%> **Syntax of the csv file** 1. row: de
- Module "Compression perpendicular to grain"
- e position is defined as the distance between the center of a load surface and the origin of the coordinat
- Module "CLT-Plate loaded in plane"
- swerte_scheibe.png |Cross section values}} <WRAP center info 100%> The small differences between the exte
- Module "SHERPA CLT-Connector"
- f the connection, are also displayed here. <WRAP center important 100%> **And to pay special attention:**
- Module "Ribbed slab"
- ar spring}} Underneath, the effective width, the center of gravity as well as the bending and shear stiff
- Module "Wall"
- wall:stability.png |stability parameters}} <wrap center tip 100%> The straightness factor β<sub>c</sub> a