## The second part of the Static Solution Summary section contains a summary of output parameters at critical locations in the model – at each support location and at fixed or vessel constraint. This table affords an overview of forces and moments at the most critical locations in the model. A sample summary from analysis.tab and analysis.csv is shown in the figures below and definitions of the various parameters referenced are presented.

Static Summary (Second Part) (analysis.tab)

Static Summary (Second Part) (analysis.csv)

1.Node No. – The number of the node in the pipeline finite element mesh.

2.Pipe Support – The name of the user-defined component used to model the support.

3.X Coord – The global-X coordinate of this support.

4.Y Coord – The global-Y coordinate of this support.

5.Z Coord – The global-Z coordinate of this support.

6.Reaction Vert – The local external reaction force in the vertical direction. See the figure below for support reactions convention.

7.Reaction Horiz – The local external reaction force in the horizontal direction. See the figure below for support reactions convention. Please note that generally a positive horizontal support reaction is parallel to the positive sense of the vessel local z axis (sway axis) while a negative value is in the opposite direction.

Vertical & Horizontal Reaction

8.Total Moment - The resultant bending moment at this location, Mt, defined by

where My and Mz are the bending moments respectively about the local element y- and z-axes.

9.Total Stress – The von Mises stress at this location. The definition of stress computations is given in Technical Note 1.

10.Total Strain – The von Mises strain at this location. The definition of strain computations is given in Technical Note 2.

11.Percentage Allowable – The Total Stress/Strain expressed as a percentage of the Allowable Stress/Strain of the pipeline material