Suche
Unten sind die Ergebnisse Ihrer Suche gelistet.
Passende Seitennamen:
- Module "Compression perpendicular to grain"
- Module "Horizontal load distribution on shear walls"
- Module "CLT-Plate loaded in plane"
- Module "CLT-Plate 1D - Continuous beam"
- Module „CLT-Plate 1D - Internal forces“
- Module "SHERPA CLT-Connector"
- Module "Stiffness matrix"
- Module "Ribbed slab"
- Module "Wall"
Volltextergebnisse:
- Module "Wall"
- esign factors}} Should it be necessary to define an eccentric load application of q<sub>d</sub>, the ... for compression and tension are to be entered and an edge distance of the tie rod. The distance of the... , shear continuously** This model corresponds to an approximate solution of a plate loaded in plane. ... ressive stress) is taken into account by means of an elastic bedding (input of the bedding factor c in
- Module "CLT-Plate 1D - Continuous beam"
- When entering the snow load, the country code or an altitude above sea level where the structure will... igh or normal requirements? This choice will have an influence on the limit values. * modal damping
- Module "SHERPA CLT-Connector"
- a warning message is displayed and, if possible, an alternative screw length is mentioned. {{ en:clt... on wall-floor", wall height and length as well as an edge distance must be specified. When selecting t
- Module "Compression perpendicular to grain"
- pe of load configuration * calculation options An option for a quick control of the input data is o