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Passende Seitennamen:
- CLTdesigner
- Help center
- Instructions for download and installation
- CLTdesigner User manual
- CLTdesigner - Implemented calculation methods
- CLTdesigner - Versions and changes
- 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:
- CLTdesigner - Implemented calculation methods
- "CLT-Plate 1D - Continuous beam" ===== * [[clt:design:plate_loaded_out_of_plane:calculation_methods|Ber... ebeanspruchte Brettsperrholz-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 Plattenebene)]] * [[clt:design:fire|Brandbeanspruchung]] * [[clt:design:plate_
- Module "Wall" @en:clt:hotspot:software:cltdesigner:manual
- ons and boundary conditions * cross section * design loads and design factors * stability * connection wall floor * fire ==== Wall dimensions and bound... querschnitt&inline&permalink&noheader}} ++++ ==== Design loads and design factors ==== The loads entered, are at design level. The following loads can be applie
- CLTdesigner User manual
- e changes regarding the Oracle Java license. ==== Design methods ==== Further details to implemented calc... 90:2003-03 respectively:**\\ Basis of structural design * **DIN EN 1991-1-1:2010-12 and ON EN 1991-1-1:... -12 and ON EN 1995-1-1:2009-07 respectively:**\\ Design of timber structures\\ Part 1-1: General - Commo... -12 and ON EN 1995-1-2:2011-09 respectively:**\\ Design of timber structures\\ Part 1-2: General - Struc
- Module "CLT-Plate loaded in plane" @en:clt:hotspot:software:cltdesigner:manual
- fication of parameters concerning structural fire design * internal forces (design values) * definitions of design factors ==== Cross section ==== The input is the same as for the [[en:... of fire above and below. ==== Internal forces and design factors ==== In the tab „internal forces, stress
- Module "Compression perpendicular to grain" @en:clt:hotspot:software:cltdesigner:manual
- aps or cracks wider than 1 mm. ==== Load 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:hotspot:software:cltdesign... ten_bemessungsfaktoren.png |Input - load data and design factors}} ==== Load configuration ==== The load
- Module „CLT-Plate 1D - Internal forces“ @en:clt:hotspot:software:cltdesigner:manual
- ion * specifications concerning structural fire design * internal forces according to the theory (of 1... order) on which the calculations are based on * design factors * specifications concerning stability =... } ++++ ==== Type of calculation, internal forces, design factors and specifications concerning stability =... resses and utilisation ratios“. Additionally, the design values are specified here. If the internal force
- Module "SHERPA CLT-Connector" @en:clt:hotspot:software:cltdesigner:manual
- ther system specifications * input of loads and design factors ==== Connection type ==== {{ en:clt:hot... rther system specifications}} ==== Load data and design factors ==== Depending on the selected connectio... on wall-floor", a horizontal and a vertical load (design value) can be specified. The required number of c... of plane. The internal forces to be specified are design values. Make sure that the sign is entered correc
- Module "CLT-Plate 1D - Continuous beam" @en:clt:hotspot:software:cltdesigner:manual
- "Fire below" in the tab "Fire" a structural fire design has to be carried out. The "Fire duration" is spe... this value can be changed. In some approvals or design proposals a different charring rate is expected f... charred cross section in case of structural fire design. {{ en:clt:hotspot:software:cltdesigner:manual:m... g from the ULS verification. If a structural fire design was carried out, the governing stresses in case o
- Module "Ribbed slab" @en:clt:hotspot:software:cltdesigner:manual
- === In this module, currently no structural fire design is possible. ==== Vibrations ==== The input is t... dth of T-beams made of CLT and GLT | {{page> :clt:design:tbeam:bef&inline&permalink}} ++++ ++++ Calculati... dth of T-beams made of CLT and GLT | {{page> :clt:design:tbeam:example&inline&permalink}} ++++ ~~DISCUSSI
- CLTdesigner - Versions and changes
- small GLT beam height fixed\\ - structural fire design: bug when reading the file (charring rate, heat r
- Module "Horizontal load distribution on shear walls" @en:clt:hotspot:software:cltdesigner:manual
- e and walls as extensional springs | {{page> :clt:design:building_system:horizontal_load_distribution_on_s
- Module "Stiffness matrix" @en:clt:hotspot:software:cltdesigner:manual
- escription of the single components | {{page> clt:design:stiffness:stiffnessmatrix&inline&permalink&nohead