1. From the File menu select New… or click the New (Ctrl +N) button on the Standard tool bar
2. In the New Model Wizard fill in the job details, then click Next>
3. Select the structure type; in this case set to Plane.  Click the Units… button to and reset the units by clicking the kN-m button, then OK, and Finish
4. You should now have a blank graphics window and the gateway open.  You will note that there are a number of shortcut buttons at the bottom of the screen.  Select Nodes
5. As the node units are set to m, ensure that the coordinates are given accordingly.
   Input the coordinates given here.  You will note that the nodes appear in the graphics window as you work.
   x   z
   0   0
   4   0
   8   0
   18  0
   
6. The rest of the nodes could be placed in the same way, but instead we will copy up the nodes to form the next layer.  Click on the Graphics window to make it active then click the Select Nodes button on the Cursor Mode toolbar.  Click and drag a window around the nodes.
   Open the Sculpt Toolbar by selecting that button on the Cursor Mode toolbar.  Click the Copy Selection button.  Shift the nodes 1, 2 & 3 by 3m in the Z direction; click the Preview button to ensure that GSA will give what you expect, then select OK.
7. Switch on the node numbers by clicking the Label Node Numbers button on the Display Favourites tool bar.
   Repeat step 6 with nodes 3 + 4 to create the left hand haunch, but this time copy by 4m not 3m.
8. Select node 7 and copy 5m in the X direction and 2m in the Z direction.
   Note that during these operations the Nodes table automatically updates.
9. To set the frame supports, select the nodes 1 - 4, then right click on the graphics window to open the menu, then Modify Selected nodes. Alternately, you can click on the Modify Selected button.  You will note that there are releases possible in the six degrees of freedom, but as we have set this model to a plane frame a number of them are greyed out.  For each degree of freedom you can set to Restrain, Free, Free plus a support stiffness (spring support), or don’t modify that freedom.  There are also a number of default restraint types; click on the Pin button, then OK.
   To display the supports click the Label Restraints button on the Display Favourites tool bar.  The word Pin should now show next to the modified nodes.
10. Now to create the analysis elements.  Click the Elements button at the bottom of the screen to open the elements window.  We could define the elements by stating the topology, but it is easier to draw them on.  Click on the graphics window then click the Add Elements Sculpt Tool button.  Click on the nodes in turn to create the layout shown above.  Again note that the elements are filled in automatically.
11. We now need to add the releases to the elements.  Click the Select Elements/Members button on the Cursor Mode toolbar, then select the two braces by clicking to the right of them and dragging left (dragging to the left selects the elements that the window crosses, dragging to the right selects the elements within the window).  Right click on the graphics window and Modify Selected Elements on the pop-up menu.  Check the Modify type of 1D element and set the toggle box to Tie (this means that those elements are tension only) and OK.  You will note that the two braces are now a different colour to the other elements.
    Select the two horizontal elements and again Modify Selected Elements; this time click the Releases button, check Modify Nodes, then check the Releases Bending, OK and OK again to exit the dialogs.  To confirm the releases click the Label Element Releases button   on the Display Favourites tool bar.  The releases will now show.
12. The elements currently have no section data, so let’s define that now.  Click the Sections button at the bottom of the screen.  The easiest way to define the sections is to click the Wizard button on the Data Options tool bar.
    To do the columns first, on the wizard dialog, set the Name to Column, and the he material to Steel.  You will note the wide range of section definition types available; this time set the radio button to Catalogue and click next.  There are four catalogues to choose from; for this example set the Catalogue to British, the Type to Universal Columns and the Section to UC254x254x89; click Next, then Finish.
    Repeat to create Brace, Beam and Rafter section definitions with suitable section profiles.
13. Now to associate the sections with the elements.  On the Graphic Display toolbar click the Section Display button.  Select all the vertical elements (the cursor mode should still be set to Select Elements/Members) using the Ctrl or Alt keyboard buttons to add or remove from the selection group, and right click to Modify the Selected Elements.  Check the Modify property to and set to 1.
    Repeat for the braces and set to property 2, the horizontal elements to property 3 and the sloping beams to property 4.
    To make it easier to see which element is set to what property, on the Graphic Display toolbar click the Label and Display Methods button  , change to the Display Methods tab and set the Colour Elements to By Property, then OK.  You should now see the different sections in different colours.
14. Loading next.  On the gateway on the left of the screen, double click on Loads, then Nodal Loading then Node Loads to open the table. Also switch on the display of loads in the graphic window buy clicking All Load Diagrams on the Display Favourites tool bar.
    To apply a wind force to the horizontal beams, type the following into the Nodal Loading table on a single line:
    Nodes: 5
    Load Case: 3
    Axis: Global
    Direction: x
    Value: 5
    A horizontal point load should now be visible on the frame.  If it is not, change the Cases choice on the graphic window to L1
15. Now open the beam loading table from the gateway.  To apply UDLs to the left hand horizontal beam, select it in the graphics window, then right click and Copy Selection As List.  In the Beam Loading table past the selection to the Beam list.  Set the load case to 2, the type to Uniform, Axis to Global, Projected to ~, Direction to z, and the load value to -6 kN/m.  Note that the gravity load is negative as it acts in the opposite direction to the z axis.
    Select and copy the right hand horizontal beam to a new beam list, set the values as above except the Type to Linear, and the Load 2 to -8 kN/m.  You should now have a varying load increasing to the portal frame column.  If the load slopes away then swap the Load 1 and 2 values around.
    Now select and copy the rafters to a new load line, again load case 2 but set the projected to Projected.
16. To add self weight, open the Gravity Loading table from the Gateway and accept the defaults by just pressing Return.
17. To analyse the frame you click the Analyse button on the GSA tool bar.  You may get some warnings, but for this exercise do not worry about them unless the analysis will not run; if that is the case check the data already input.
    You can now display the results graphically using the remaining buttons on the Display Favourites tool bar   and the Deformed Image   on the Graphic Display tool bar.
18. To create a load combination, enlarge Cases and Tasks on the Gateway on the left side of the screen, then double click on Analysis Tasks.  Right click on the Analysis Tasks window and select New Analysis Task… from the menu.  Click Next and add the three standard load combinations 1.4L1+1.6L2, 1.4(L1+L3), 1.2(L1+L2+l3)) as separate cases.  Click on Next and Finish to analyse them.
    On the graphics window the case or combination to view can be selected using the Cases toggle box on the top of the window; you can also go through them in sequence by clicking on the adjacent + and – buttons.
    
19. You can print out the graphics window with the results; annotate the result values by clicking the Select for Annotation button on the cursor mode tool bar and click or window the elements that you want to see the results for.
    Tabular results can be chosen by clicking the Output button on the bottom of the screen; double click on the data that you wish to view.
    
20. Congratulations, you now have a fully analysed GSA frame.

The PDf version below may be a little easier to read as it shows the button icons. You can also download a finished copy of the GSA file

 See the Getting Started with GSA movie.

• For a given slip circle, Slope looks for the minimum anchor capacity based on pullout, tensile failure or stripping;
• Resolves it parallel to the slip surface at the point at which the anchor crosses the slip surface in order to derive a simple restoring moment;
• Adds this moment to the other restoring moment derived from slope stability theory to give a total restoring moment;

• slope again calculates the minimum anchor capacity but applies it as a surface load;
• This means that it is worked through the method of slices calc, ultimately resulting in an increased normal force on the failure surface, and hence a greater restoring moment by virtue of increased friction;
• There is no explicit calculation of moment due to the reinforcement.

 This means that the surface load option will tend to obtain a higher factor of safety and the BS8006 calculation is acknowledged to be conservative.  In essence, the two solutions give the following results:

Default option:                MSu/F + Mn/F = Mw

Surface load option:        MSu/F +   Mn  = Mw

where Msu is soil restoring moment, Mw is soil disturbing moment, Mn is moment due to nail forces. 

Detailed Processes in Frew -> Creep and Relaxation

You should apply wall relaxation instead of manually changing the wall EI and this will correctly model the change from short to long term wall stiffness, and you'll see the effect on the moments and deflections.

This problem was due to a bug which was fixed in Frew – 18.2 Build 1 (Release 8).  Batch plotting was revised for Frew 19.0.