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Introduction
WeldCalc analyses any configuration of multi-linear weld lengths in an X-Y plane. The loading can be shear, bending, torsion and axial loads applied simultaneously. WeldCalc calculates the stress induced at each node and identifies the node most highly stressed. It also calculates the magnitude of load resisted by each weld length in the x, y and z direction.
A weld group can have up to 30 Nodes or 29 weld lengths. The line of weld lengths can be continuous or discontinuous. Each continuous series of weld lengths is termed as a Part and it is given a reference number starting from 1 onwards. A weld group can have up to 15 parts connecting 30 nodes in any pattern.
1. Weld Group in X-Y Plane
2. Weld Group in Direct Shear, Bending and Torsion
3. Analysis and Design of Weld Lengths Subjected to Simultaneous Shear, Bending,Torsion and Axial Loading
4. Features
5. Notes
6. Terms & Conditions of WeldCalc Use
7. Revision History of WeldCalc
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