Element 2D Forces and Moments

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Description

2D Projected Force and Moment result values

Note: This is a dropdown component and input/output may vary depending on the selected dropdown

Input parameters

Icon	Type	Name	Description
	Result List	Result	Result
	List	Element/Member filter List	Filter the Elements or Members by list. (by default 'all') Element/Member list should take the form: 1 11 to 20 step 2 P1 not (G1 to G6 step 3) P11 not (PA PB1 PS2 PM3 PA4 M1) Refer to help file for definition of lists and full vocabulary.

Output parameters

Icon	Type	Name	Description
	Unit Number Force Per Length Tree	Force X	Element in-plane Forces in Local X-direction. +ve in plane force resultant: tensile DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Per Length Tree	Force Y	Element in-plane Forces in Local Y-direction. +ve in plane force resultant: tensile DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Per Length Tree	Force Z	Element in-plane Forces in Local XY-direction. +ve in plane force resultant: tensile DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Per Length Tree	Shear X	Element through thickness Shears in Local XZ-plane. DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Per Length Tree	Shear Y	Element through thickness Shears in Local YZ-plane. DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Tree	Moment X	Element Moments around Local Element X-axis. +ve moments correspond to +ve stress on the top (eg. Mx +ve if top Sxx +ve) DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Tree	Moment Y	Element Moments around Local Element Y-axis. +ve moments correspond to +ve stress on the top (eg. Mx +ve if top Sxx +ve) DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Tree	Moment XY	Element Moments around Local Element XY-axis. +ve moments correspond to +ve stress on the top (eg. Mx +ve if top Sxx +ve) DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Tree	Wood-Armer X	Element Wood-Armer Moments (Mx + sgn(Mx)·|Mxy|) around Local Element X-axis. +ve moments correspond to +ve stress on the top (eg. Mx +ve if top Sxx +ve) DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes
	Unit Number Force Tree	Wood-Armer Y	Element Wood-Armer Moments (My + sgn(My)·|Mxy|) around Local Element Y-axis. +ve moments correspond to +ve stress on the top (eg. Mx +ve if top Sxx +ve) DataTree organised as { CaseID ; Permutation ; ElementID } fx. {1;2;3} is Case 1, Permutation 2, Element 3, where each branch contains a list of results in the following order: Vertex(1), Vertex(2), ..., Vertex(i), Centre Element results are NOT averaged at nodes