BSP Wiki - en:clt:hotspot:software:cltdesigner:manual

Module "Compression perpendicular to grain"

anonymous@undisclosed.example.com (Anonymous) — Mon, 16 Jun 2025 15:53:45 +0000

2018/11/09 10:24		aktuell
Zeile 59:		Zeile 59:

	{{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:graphic_ergebnisse.png \|Distribution of the effective Area}}		{{ en:clt:hotspot:software:cltdesigner:manual:modul_compression_perpendicular_to_grain:graphic_ergebnisse.png \|Distribution of the effective Area}}
-	===== Implemented calculation methods =====	+	/*===== Implemented calculation methods =====

	++++ Compression perpendicular to grain - Verification \|		++++ Compression perpendicular to grain - Verification \|
Zeile 68:		Zeile 68:
	{{page> :clt:design:plate_loaded_out_of_plane:compression:model_brandner_schickhofer_2014&inline&permalink}}		{{page> :clt:design:plate_loaded_out_of_plane:compression:model_brandner_schickhofer_2014&inline&permalink}}
	++++		++++
		+
		+	~~DISCUSSION~~
		+	*/

Module "Horizontal load distribution on shear walls"

anonymous@undisclosed.example.com (Anonymous) — Mon, 16 Jun 2025 15:54:51 +0000

2018/04/03 17:21		aktuell
Zeile 58:		Zeile 58:
	{{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:ergebnisse_zufolge_hx_und_hy.png?600\|Results according to Hx and Hy}}		{{en:clt:hotspot:software:cltdesigner:manual:modul_horizontal_force_distribution_on_shear_walls:ergebnisse_zufolge_hx_und_hy.png?600\|Results according to Hx and Hy}}

-	===== Implemented calculation methods =====	+	/*===== Implemented calculation methods =====

	++++ Modeling as rigid floor plate and walls as extensional springs \|		++++ Modeling as rigid floor plate and walls as extensional springs \|
	{{page> :clt:design:building_system:horizontal_load_distribution_on_shear_walls:model_with_springs&inline&permalink&noheader}}		{{page> :clt:design:building_system:horizontal_load_distribution_on_shear_walls:model_with_springs&inline&permalink&noheader}}
	++++		++++
		+
		+	~~DISCUSSION~~*/

Module "Box elements"

anonymous@undisclosed.example.com (Anonymous) — Fri, 11 Oct 2024 07:36:05 +0000

2024/10/11 09:26		aktuell
Zeile 1:		Zeile 1:
-	FIXME This page is not fully translated, yet. Please help completing the translation.\\ //(remove this paragraph once the translation is finished)//
-
	~~NOTOC~~		~~NOTOC~~
	====== Module "Box elements" ======		====== Module "Box elements" ======
Zeile 37:		Zeile 35:
	The rib cross-section (rectangular cross-section made of glulam or solid wood) is defined by entering the height and width of the rib and selecting the material. If "Standard dimensions only" is selected, the dimensions for the nearest standard cross-section are set.		The rib cross-section (rectangular cross-section made of glulam or solid wood) is defined by entering the height and width of the rib and selecting the material. If "Standard dimensions only" is selected, the dimensions for the nearest standard cross-section are set.

-	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new:rippenquerschnitt.png?411 \|Input - rib cross-section}}	+	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:rippenquerschnitt.png?411 \|Input - rib cross-section}}

	==== Loads ====		==== Loads ====

Module "CLT-Plate loaded in plane"

anonymous@undisclosed.example.com (Anonymous) — Wed, 28 Oct 2020 09:13:15 +0000

2018/04/03 14:26		aktuell
Zeile 41:		Zeile 41:
	{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png \|Cross section values}}		{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:querschnittswerte_scheibe.png \|Cross section values}}

-	<WRAP center round info 100%>	+	<WRAP center info 100%>
	The small 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-Plate 1D result from the negligence of the extensional stiffness of the cross layers in this module.		The small 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-Plate 1D result from the negligence of the extensional stiffness of the cross layers in this module.
	</WRAP>		</WRAP>
Zeile 52:		Zeile 52:

	{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png \|Summary of the results}}		{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate_in_plane:zusammenfassung_scheibe.png \|Summary of the results}}
		+
		+	~~DISCUSSION~~

Module "CLT-Plate 1D - Continuous beam"

anonymous@undisclosed.example.com (Anonymous) — Fri, 11 Oct 2024 09:54:17 +0000

2024/10/10 18:04		aktuell
Zeile 1:		Zeile 1:
	====== Module "CLT-Plate 1D - Continuous beam" ======		====== Module "CLT-Plate 1D - Continuous beam" ======

-	{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam:modul_continuousbeam.png?600 \|CLT-Plate 1D - Continuous beam}}	+	{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam:modul_continuousbeam.png \|CLT-Plate 1D - Continuous beam}}
	===== Input data =====		===== Input data =====

Zeile 34:		Zeile 34:
	If a user-defined cross section is entered, the thickness and orientation of each layer can be changed. Furthermore, the material can be changed for all layers. The thickness of each layer has to be within the range of 6.0 mm to 45 mm. In the case of proprietary CLT products, the strength class of lumber and the orientation can be changed. If the orientation is changed, the whole cross section is rotated.		If a user-defined cross section is entered, the thickness and orientation of each layer can be changed. Furthermore, the material can be changed for all layers. The thickness of each layer has to be within the range of 6.0 mm to 45 mm. In the case of proprietary CLT products, the strength class of lumber and the orientation can be changed. If the orientation is changed, the whole cross section is rotated.

-	{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam:querschnitt.png \|Input - Cross section}}	+	{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam:querschnitt.png?400 \|Input - Cross section}}

	The width of the CLT plate strips can be also defined in this field. The default value is set to 1 m. The thickness of the CLT plate is calculated automatically based on the thickness of the single layers.		The width of the CLT plate strips can be also defined in this field. The default value is set to 1 m. The thickness of the CLT plate is calculated automatically based on the thickness of the single layers.

Module „CLT-Plate 1D - Internal forces“

anonymous@undisclosed.example.com (Anonymous) — Thu, 26 Mar 2020 10:45:12 +0000

2017/11/20 09:48		aktuell
Zeile 36:		Zeile 36:
	==== Cross section values ====		==== Cross section values ====

-	The output is the same as for the module [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam\|Module „CLT-Plate 1D - Continuous beam“]].	+	The output is the same as for the [[en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam\|Module „CLT-Plate 1D - Continuous beam“]].

	++++ Show description \|		++++ Show description \|
Zeile 51:		Zeile 51:

	{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_internalforces:detailscsverification.png?600 \|Detailed results}}		{{ en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_internalforces:detailscsverification.png?600 \|Detailed results}}
		+
		+	~~DISCUSSION~~

Module "SHERPA CLT-Connector"

anonymous@undisclosed.example.com (Anonymous) — Wed, 28 Oct 2020 09:15:17 +0000

2020/03/24 09:46		aktuell
Zeile 96:		Zeile 96:
	In addition to the utilization ratios, any warnings, e.g. regarding suitability for mounting and eccentricity of the connection, are also displayed here.		In addition to the utilization ratios, any warnings, e.g. regarding suitability for mounting and eccentricity of the connection, are also displayed here.

-	<WRAP center round important 100%>	+	<WRAP center important 100%>
	And to pay special attention:\\ The CLT elements must be verified separately!		And to pay special attention:\\ The CLT elements must be verified separately!
	</WRAP>		</WRAP>

		+	~~DISCUSSION~~

Module "Stiffness matrix"

anonymous@undisclosed.example.com (Anonymous) — Mon, 16 Jun 2025 15:58:00 +0000

2020/03/26 11:46		aktuell
Zeile 12:		Zeile 12:
	==== Stiffness matrix ====		==== Stiffness matrix ====

		+	/*
	++++ Determination and description of the single components \|		++++ Determination and description of the single components \|
	{{page> clt:design:stiffness:stiffnessmatrix&inline&permalink&noheader}}		{{page> clt:design:stiffness:stiffnessmatrix&inline&permalink&noheader}}
	++++		++++
		+	*/
	=== Bending and torsion ===		=== Bending and torsion ===

Zeile 33:		Zeile 35:

	By clicking on the button {{en:clt:hotspot:software:cltdesigner:manual:modul_stiffness_matrix:export_button.png\|}} a csv file will be created, which contains the input data for RFEM 5.		By clicking on the button {{en:clt:hotspot:software:cltdesigner:manual:modul_stiffness_matrix:export_button.png\|}} a csv file will be created, which contains the input data for RFEM 5.
		+
		+	This file is then opened with Microsoft Excel or import by using the "data from text" option.
		+
		+	<WRAP center tip 100%>
		+	Please note that, depending on the language version of the CLTdesigner, the decimal point is different for the numerical values and must be selected correctly when importing into Microsoft Excel.
		+	</WRAP>
		+

	{{ :clt:hotspot:software:cltdesigner:manual:modul_stiffness_matrix:csv_export.png \|Contents of the csv file}}		{{ :clt:hotspot:software:cltdesigner:manual:modul_stiffness_matrix:csv_export.png \|Contents of the csv file}}

Module "Ribbed slab"

anonymous@undisclosed.example.com (Anonymous) — Thu, 10 Oct 2024 15:33:24 +0000

2024/10/10 17:03		aktuell
Zeile 1:		Zeile 1:
-	FIXME This page is not fully translated, yet. Please help completing the translation.\\ //(remove this paragraph once the translation is finished)//
-
	~~NOTOC~~		~~NOTOC~~
	====== Module "Ribbed slab" ======		====== Module "Ribbed slab" ======
Zeile 38:		Zeile 36:
	The rib cross-section (rectangular cross-section made of glulam or solid wood) is defined by entering the height and width of the rib and selecting the material. If "Standard dimensions only" is selected, the dimensions for the nearest standard cross-section are set.		The rib cross-section (rectangular cross-section made of glulam or solid wood) is defined by entering the height and width of the rib and selecting the material. If "Standard dimensions only" is selected, the dimensions for the nearest standard cross-section are set.

-	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new:rippenquerschnitt.png?411 \|Input - cross section of the rib}}	+	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:rippenquerschnitt.png?411 \|Input - cross section of the rib}}

	==== Loads ====		==== Loads ====

Module "Ribbed slab"

anonymous@undisclosed.example.com (Anonymous) — Mon, 16 Jun 2025 15:54:23 +0000

2024/10/10 17:24		aktuell
Zeile 1:		Zeile 1:
	====== Module "Ribbed slab" ======		====== Module "Ribbed slab" ======

-	{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:gesamtrippendecke.png?600 \|Module Ribbed slab}}	+	{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:gesamtrippendecke.png \|Module Ribbed slab}}

	===== Input data =====		===== Input data =====
Zeile 72:		Zeile 72:

	{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:zusammenfassung.png \|Summary of the results}}		{{ en:clt:hotspot:software:cltdesigner:manual:modul_tbeam:zusammenfassung.png \|Summary of the results}}
-	===== Implemented calculation methods =====	+	/*===== Implemented calculation methods =====

	++++ Effective width of T-beams made of CLT and GLT \|		++++ Effective width of T-beams made of CLT and GLT \|
Zeile 82:		Zeile 82:
	++++		++++

-	~~DISCUSSION~~	+	~~DISCUSSION~~*/

Module "Wall"

anonymous@undisclosed.example.com (Anonymous) — Thu, 22 Jul 2021 12:21:51 +0000

2021/05/17 16:56		aktuell
Zeile 98:		Zeile 98:
	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_wall:wall_floor_connection_cont.png \|Tension, compression, shear continuously}}		{{ :en:clt:hotspot:software:cltdesigner:manual:modul_wall:wall_floor_connection_cont.png \|Tension, compression, shear continuously}}

		+	Spring model
		+
		+	In this model, tensile and shear spring stiffnesses of discretely arranged fasteners can be entered as well as a distribution width for the respective stress direction. The contact (compressive stress) is taken into account by means of an elastic bedding (input of the bedding factor c in kN/m/m).
		+
		+	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_wall:wall_floor_connection_spring_model.png?700 \|Spring model}}
	==== Fire ====		==== Fire ====

Module "Web plates"

anonymous@undisclosed.example.com (Anonymous) — Fri, 11 Oct 2024 08:22:39 +0000

2024/10/10 15:06		aktuell
Zeile 1:		Zeile 1:
-	FIXME This page is not fully translated, yet. Please help completing the translation.\\ //(remove this paragraph once the translation is finished)//
-
	~~NOTOC~~		~~NOTOC~~
-	====== Modul "Hohlraumdecke" ======	+	====== Module "Web plates" ======

-	{{ :clt:hotspot:software:cltdesigner:manual:modul_webplate:gesamthohlraumdecke.png \|Modul Hohlraumdecke}}	+	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_webplate:gesamthohlraumdecke.png \|Module Web plates}}

-	===== Eingabedaten =====	+	===== Input data =====

-	Die Eingabe gliedert sich in:	+	The input is divided into:

-	* allgemeine Angaben zum Projekt bzw. zum betrachteten Bauteil	+	* general information about the project and the considered structural element
-	* Definition des statischen Systems	+	* definitions of the structural system
-	* Definition des Querschnittes	+	* definitions of the cross section
-	* Lastangaben	+	* input of the loads
-	* Angabe der Schwingungsparameter	+	* informations about vibration parameters
-	* Berechnungsoptionen	+	* calculation options

-	==== Allgemeines ====	+	==== General ====

-	{{page> :clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#allgemeines&inline&permalink&noheader}}	+	{{page> :en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#general&inline&permalink&noheader}}

-	==== Statisches System ====	+	==== Structural system ====

-	{{page> :clt:hotspot:software:cltdesigner:manual:modul_tbeam_new#statisches_system&inline&permalink&noheader}}	+	{{page> :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new#structural_system&inline&permalink&noheader}}

-	==== Querschnitt ====	+	==== Cross section ====

-	Bei diesem Modul erfolgt die Querschnittsdefinition durch Auswahl eines Produktes	+	In this module, the cross-section is defined by selecting a product.

-	{{ :clt:hotspot:software:cltdesigner:manual:modul_webplate:cs.png?411 \|Querschnitt Hohlraumdecke}}	+	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_webplate:cs.png?411 \|Cross section web plates}}
-	==== Lasten ====	+	==== Loads ====

-	{{page> :clt:hotspot:software:cltdesigner:manual:modul_tbeam_new#lasten&inline&permalink&noheader}}	+	{{page> :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new#loads&inline&permalink&noheader}}

-	==== Brand ====	+	==== Fire ====

-	{{page> :clt:hotspot:software:cltdesigner:manual:modul_tbeam_new#brand&inline&permalink&noheader}}	+	{{page> :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new#fire&inline&permalink&noheader}}

-	==== Schwingungen ====	+	==== Vibrations ====

-	{{section> :clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#schwingungen&inline&permalink&noheader}}	+	{{section> :en:clt:hotspot:software:cltdesigner:manual:modul_plate1d_continuousbeam#vibrations&inline&permalink&noheader}}
-	===== Ergebnisse und Ausgabe =====	+	===== Results and Output =====

-	==== Querschnittswerte ====	+	==== Cross section values ====

-	Auf der Karteikarte "Querschnittswerte" werden die mitwirkende Breite, der Schwerpunkt sowie die Biege- und Schubsteifigkeit des Rippenquerschnitts im Auflager- und Feldbereich angezeigt.	+	On the tab "cross-section values", the effective width, the center of gravity as well as the bending and shear stiffness of the T-beam at the supports and in between are shown.

-	{{ :clt:hotspot:software:cltdesigner:manual:modul_webplate:querschnittswerte_feldbereich.png \|Querschnittswerte im Feldbereich}}	+	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_webplate:querschnittswerte_feldbereich.png \|Cross section values}}

-	Über den Button {{:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new:info_button.png?40&nolink}} können die Steifigkeiten der BSP-Platte, des BSH-Trägers sowie der Schubfeder, welche als Eingangsparameter für die Ermittlung der mitwirkenden Breite dienen, angezeigt werden.	+	The button {{:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new:info_button.png?40&nolink}} can be used to display the stiffness values of the CLT panel, the glulam beam and the shear spring, which are the input parameters for determining the effective width.

-	{{ :clt:hotspot:software:cltdesigner:manual:modul_tbeam_new:querschnittswerte_bsp_bsh.png?811 \|Steifigkeiten der BSP-Platte sowie der Rippe und der Schubfeder}}	+	{{ :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new:querschnittswerte_bsp_bsh.png?811 \|Stiffness values of the CLT panel, the glulam beam and the shear spring}}
-	==== Zusammenfassung der Ergebnisse ====	+	==== Summary of the results ====

-	{{page> :clt:hotspot:software:cltdesigner:manual:modul_tbeam_new#zusammenfassung_der_ergebnisse&inline&permalink&noheader}}	+	{{page> :en:clt:hotspot:software:cltdesigner:manual:modul_tbeam_new#summary_of_the_results&inline&permalink&noheader}}