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

2020/03/26 11:45		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 \|
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	~~DISCUSSION~~		~~DISCUSSION~~
		+	*/

Module "Horizontal load distribution on shear walls"

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

2020/03/26 11:44		aktuell
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	{{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 \|
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	++++		++++

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

Module "Box elements"

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

2024/10/11 09:30		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" ======

Module "CLT-Plate loaded in plane"

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

2020/03/26 11:45		aktuell
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	{{ 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>

Module "CLT-Plate 1D - Continuous beam"

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

2024/10/10 18:05		aktuell
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	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
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	{{ 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

2020/03/26 11:47		aktuell
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	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~~		~~DISCUSSION~~

Module "Stiffness matrix"

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

2024/12/19 09:53		aktuell
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	==== 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 ===

Module "Ribbed slab"

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

2024/10/10 17:14		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" ======

Module "Ribbed slab"

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

2024/10/10 17:26		aktuell
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 \|
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	++++		++++

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

Module "Wall"

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

2021/07/22 14:19		aktuell
Zeile 102:		Zeile 102:
	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).		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 \|Spring model}}	+	{{ :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

2024/10/11 10:19		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 "Web plates" ======		====== Module "Web plates" ======