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.
	Integer	Axis	Standard Axis: Global (0), Local (-1), Natural (-2), Default (-10), XElevation (-11), YElevation (-12), GlobalCylindrical (-13), Vertical (-14)

Output parameters

Icon	Type	Name	Description
	Unit Number Force Per Length Tree	Force X	Element in-plane Force in 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 Force in 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 Force in 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 Shear in 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 Shear in 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 Moment around 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 Moment around 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 Moment around 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 Moment (Mx + sgn(Mx)·|Mxy|) around 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 Moment (My + sgn(My)·|Mxy|) around 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