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- CLTdesigner - Implementierte Berechnungsverfahren @clt:hotspot:software:cltdesigner
- hlaufträger" ===== * [[clt:design:plate_loaded_out_of_plane:calculation_methods|Berechnungsmethoden ... perrholz-Elemente]] * [[clt:design:plate_loaded_out_of_plane:bending|Biegung (Belastung normal zur Plattenebene)]] * [[clt:design:plate_loaded_out_of_plane:shear|Schub (Belastung normal zur Platte... randbeanspruchung]] * [[clt:design:plate_loaded_out_of_plane:deflections|Verformungen (Belastung norm
- CLTdesigner - Implemented calculation methods @en:clt:hotspot:software:cltdesigner
- inuous beam" ===== * [[clt:design:plate_loaded_out_of_plane:calculation_methods|Berechnungsmethoden ... perrholz-Elemente]] * [[clt:design:plate_loaded_out_of_plane:bending|Biegung (Belastung normal zur Plattenebene)]] * [[clt:design:plate_loaded_out_of_plane:shear|Schub (Belastung normal zur Platte... randbeanspruchung]] * [[clt:design:plate_loaded_out_of_plane:vibration|Schwingungen]] ===== Module "C
- Module "CLT-Plate 1D - Continuous beam" @en:clt:hotspot:software:cltdesigner:manual
- s of limits for the panel thickness. Furthermore, outer cross layers or double layers can be included o... lassification is necessary to automatically carry out calculations for different load case combinations... "Fire" a structural fire design has to be carried out. The "Fire duration" is specified in minutes and ... ess criteria will be specified. ===== Results and output ===== Load combinations are compiled based on
- Module "Horizontal load distribution on shear walls" @en:clt:hotspot:software:cltdesigner:manual
- onen.png |Calculation options}} ===== Results and output ===== ==== Output of the stiffness center of walls and center of mass ==== {{en:clt:hotspot:softw... iffness center of walls and center of mass}} ==== Output of the forces acting on the walls ==== The output is given separately for the acting forces H<sub>
- CLTdesigner User manual @en:clt:hotspot:software:cltdesigner
- sign standards in other countries cannot be ruled out. When differences due to translation are identifi... Module „CLT-Plate 1D - Internal forces“]] carries out the required verifications of the ultimate limit ... lane|Module „CLT-Plate loaded in plane“]] carries out the required shear stress verifications for a CLT... ne load introduction or transmission) and carries out the required verifications. The [[en:clt:hotspot
- Module "Compression perpendicular to grain" @en:clt:hotspot:software:cltdesigner:manual
- ndividual layers. Regarding to the joining of the outer layers, one should differ: * side gluing of l... |Input - calculation options}} ===== Results and Output ===== The minimum load introduction area A<su... - Verification | {{page> :clt:design:plate_loaded_out_of_plane:compression&inline&permalink}} ++++ +++... e kc,90 factor | {{page> :clt:design:plate_loaded_out_of_plane:compression:model_brandner_schickhofer_2
- Module "SHERPA CLT-Connector" @en:clt:hotspot:software:cltdesigner:manual
- n layer influences the load capacity "shear force out of plane", this must be indicated via the option ... a normal force as well as to shear forces in and out of plane. The internal forces to be specified are... faktoren.png |Design factors}} ===== Results and Output ===== Information about the CLT-Connector is ... as well as the combined stress are indicated. The output differs slightly depending on the selected con
- CLTdesigner - Versions and changes @en:clt:hotspot:software:cltdesigner
- isplaying the storage location on the window\\ - Output of the deflection in mm in the pdf report | |... Full version, all company versions |- bug in the output of the material parameters fixed\\ - bug in the output of cross section values in case of fire for di
- Module "Stiffness matrix" @en:clt:hotspot:software:cltdesigner:manual
- ion&inline&permalink&noheader}} ===== Results and Output ===== ==== Stiffness matrix ==== ++++ Determ... ing and torsion}} === Shear for CLT-plate loaded out-of-plane === {{ en:clt:hotspot:software:cltdesig... der_ebene.png |Stiffness matrix - Parts for shear out-of-plane}} === In-plane Stiffness values === {{
- Modul "Querdruck" @clt:hotspot:software:cltdesigner:manual
- uck - Nachweis | {{page> :clt:design:plate_loaded_out_of_plane:compression&inline&permalink}} ++++ +++... rdruckbeiwerte | {{page> :clt:design:plate_loaded_out_of_plane:compression:model_brandner_schickhofer_2
- Module „CLT-Plate 1D - Internal forces“ @en:clt:hotspot:software:cltdesigner:manual
- ications concerning stability}} ===== Results and output ===== ==== Cross section values ==== The output is the same as for the [[en:clt:hotspot:software:
- Module "CLT-Plate loaded in plane" @en:clt:hotspot:software:cltdesigner:manual
- nal forces and design factors}} ===== Results and Output ===== ==== Cross section values ==== The eff
- Module "Ribbed slab" @en:clt:hotspot:software:cltdesigner:manual
- nline&permalink&noheader}} ++++ ===== Results and Output ===== ==== Cross section values ==== The sti
- Module "Wall" @en:clt:hotspot:software:cltdesigner:manual
- stead of fire above and below. ===== Results and output ===== ==== Cross section values ==== The eff