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- Module "Horizontal load distribution on shear walls" @en:clt:hotspot:software:cltdesigner:manual
- horizontal forces can be specified by entering H<sub>x</sub> and H<sub>y</sub> in [kN]. The position of the forces can be either user-defined (H<sub>x</sub> along the line o
- Module "CLT-Plate 1D - Continuous beam" @en:clt:hotspot:software:cltdesigner:manual
- name;number of layers n;layer thickness in [m] t<sub>1</sub> to t<sub>n</sub>;orientation of the layers o<sub>1</sub> to o<sub>n</sub> (0 or 90);name of material Example:\
- Module "Wall" @en:clt:hotspot:software:cltdesigner:manual
- llowing loads can be applied: * vertical load q<sub>d</sub> * horizontal load H<sub>d</sub> * load q<sub>⊥,d</sub> perpendicular to the wall {{ :en:clt:hotspot:software:cltdesigner:ma
- Module "Compression perpendicular to grain" @en:clt:hotspot:software:cltdesigner:manual
- data and design factors ==== The applied force F<sub>c,90</sub> (design value) in [N], as well as the design factors can be specified here. {{ en:clt:hots... ring the dimensions of the load surface (length l<sub>1,2</sub> in direction x and width w<sub>1,2</sub> in direction y) and the position. The position is d
- CLTdesigner - Versions and changes @en:clt:hotspot:software:cltdesigner
- ad and ProjectPreferences fixed\\ - display of b<sub>ef</sub> with screed fixed | |12.02.2014 | 3.4 | |- new Hasslacher layups | |30.04.2014 | 3.... 13\\ - bug when displaying the help fixed\\ - k<sub>mod</sub> values according to ON B 2014 adjusted\\ - bug when changing the calculation method fixed\\
- CLTdesigner User manual @en:clt:hotspot:software:cltdesigner
- ession perpendicular to grain“]] calculates the k<sub>c,90</sub>-coefficients for various load situations (point or line load introduction or transmission) ... u can specify whether the modulus of elasticity E<sub>90</sub> should be ignored in the calculation. {{ en:clt:hotspot:software:cltdesigner:manual:preferen
- Module "CLT-Plate loaded in plane" @en:clt:hotspot:software:cltdesigner:manual
- define the shear force in plane per unit length n<sub>xy,d</sub>, as well as the design factors. The design method is based on a board width which is chosen... differences between the extensional stiffnesses D<sub>x</sub> and D<sub>y</sub> and the effective extensional stiffness EA<sub>ef</sub> in the module CLT-Pl
- Module "SHERPA CLT-Connector" @en:clt:hotspot:software:cltdesigner:manual
- es}} Furthermore, the modification coefficient k<sub>mod</sub> and the partial safety factor γ<sub>M</sub> must be specified. {{ en:clt:hotspot:software:cltdesigner:manual:modul_sherpa_clt_connector:
- Module „CLT-Plate 1D - Internal forces“ @en:clt:hotspot:software:cltdesigner:manual
- tive cross section the required buckling factor k<sub>c</sub> needed for the verification is calculated automatically. {{ en:clt:hotspot:software:cltdesign