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Module "Horizontal load distribution on shear walls"

21 Treffer, Zuletzt geändert: vor 4 Jahren

====== Module "Horizontal load distribution on shear walls" ====== {{ en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:gesamtgebaeudeaussteifung.png?600 |Module Horizontal load distribution on shear walls}} ===== Input data ===== The input ... signer:manual:modul_horizontal_force_distribution_on_shear_walls:gebaeudeaussteifung_kraefte.png |Inpu

Module "CLT-Plate 1D - Continuous beam"

18 Treffer, Zuletzt geändert: vor 4 Jahren

aphical representation of the input data is shown on the right side. This offers the possibility for a... with a maximum of 7 spans including a cantilever on the left and right side can be analysed. The supp... f the CLT plate is calculated automatically based on the thickness of the single layers. The ratio of... rieved by selecting "My CLT cross sections" later on. The library can be displayed with the button {{

Module "SHERPA CLT-Connector"

10 Treffer, Zuletzt geändert: vor 4 Jahren

lection of screw length * options * depending on the connection type further system specifications... == Screws ==== The SHERPA CLT-Connector is fixed on element 1 (base element) at the factory by using ... screws can be 100 mm, 120 mm or 140 mm, depending on requirements. {{ en:clt:hotspot:software:cltdesi... ==== Load data and design factors ==== Depending on the selected connection type, either loads (conne

Module „CLT-Plate 1D - Internal forces“

5 Treffer, Zuletzt geändert: vor 4 Jahren

heory (of 1^st or 2^nd order) on which the calculations are based on * design factors * specifications concerning stability ==== C... e internal forces result from a calculation based on a first order analysis a substitute buckling leng... tive normal force ("problem of stability"). Based on this buckling length and the respective cross sec

Module "Compression perpendicular to grain"

2 Treffer, Zuletzt geändert: vor 4 Jahren

ta is offered by a graphical representation shown on the right side. {{ en:clt:hotspot:software:cltde... c,90</sub>. For different load introduction areas on each side it is the intersection of these two are

Module "CLT-Plate loaded in plane"

2 Treffer, Zuletzt geändert: vor 4 Jahren

as the design factors. The design method is based on a board width which is chosen when defining the c... he utilization ratios, that were calculated based on ETA-08/242 [(:ref:eta_08_0242_2009)] and ETA-09/0

Module "Wall"

2 Treffer, Zuletzt geändert: vor 3 Jahren

he permanent vertical load has a relieving effect on the anchor force, this is reduced by multiplicati... existing fasteners in the floor joint. Depending on the selected calculation model, different inputs

Module "Stiffness matrix"

1 Treffer, Zuletzt geändert: vor 4 Jahren

ity}} ==== Export possibilities ==== By clicking on the button {{en:clt:hotspot:software:cltdesigner: