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8. Click the Element Force/Stress Contours for Shells button , (or select Show Element<br />
Forces/Stresses from the Display menu and then select Shells… from the submenu). The<br />
Element Force Stress/Contours for Shells dialog box appears.<br />
9. In this dialog box:<br />
• Select the EQX Load Case from the Load drop-down box.<br />
• Select the Forces option button.<br />
• Select the F12 component by checking its box.<br />
• Accept the rest of the default values.<br />
• Click the OK button to display the shell element forces.<br />
10. Suppose we now want to see the Y-direction force transferred from the roof diaphragm to<br />
joints 19, 23, 26 and 27 in static load case EQY. To do this we will use the Group Joint<br />
Force Sum feature. Click in the window labeled X-Y Plane @ Z=12 to make sure it is active.<br />
Note when the window is active, its title bar will be highlighted.<br />
11. Click the Up One Gridline button on the main toolbar to display the roof level plan at<br />
Z=24.<br />
12. Click the Set Elements button on the main toolbar (or select Set Elements… from the<br />
View menu). This displays the Set Elements Dialog box.<br />
13. In this dialog box check the Labels box in the Joints area, uncheck the Hide box in the Shells<br />
area if it is checked, check the Labels box in the Shells area and click the OK button. This<br />
will turn on the display of joint labels and shell labels.<br />
14. Click on joints 19, 23, 26 and 27 and on shells 2, 4 and 6.<br />
15. From the Assign menu choose Group Name…. This will display the Assign Group dialog<br />
box.<br />
16. In this dialog box:<br />
• Type ROOFSHR in the edit box at the top of the Groups area.<br />
• Click the Add New Group Name button to define a group named ROOFSHR.<br />
• Click the OK button to assign the selected elements to the group named ROOFSHR.<br />
17. From the Display menu select Set Output Table Mode… to display the Select Output<br />
dialog box.<br />
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