Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Step 13: Assigning Joint Static Loads<br />
The second level lateral earthquake loads (load cases EQX and EQY) are assigned as joint static<br />
loads. Also the static load pattern to be used in the pushover analysis, PUSHPAT is assigned as<br />
joint static loads.<br />
Note the static load pattern for the pushover analysis could be any combination of joint,<br />
frame and shell loading.<br />
1. Click in the window labeled X-Y Plane @ Z=24 to make sure it is active. Note when the<br />
window is active, its title bar will be highlighted.<br />
2. Click the Down One Gridline button on the main toolbar to display the second floor plan<br />
at Z=12.<br />
3. 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 />
4. In this dialog box uncheck the Labels box in the Frames area, check the Labels box in the<br />
Joints area and click the OK button. Note we are leaving the Restraints box in the Joints area<br />
checked.<br />
5. Click joint 14 to select it.<br />
6. From the Assign menu select Joint Static Loads… and then Forces… from the submenu.<br />
This will display the Joint Forces dialog box.<br />
7. In this dialog box:<br />
Select EQX from the Load Case Name drop-down box.<br />
In the Options area, select the Add to Existing Loads option.<br />
In the Loads area type 2.67 in the Force Global X edit box.<br />
Click the OK button to apply the load.<br />
8. Click the Restore Previous Selection button on the side toolbar (or select Get<br />
Previous Selection from the Select menu).<br />
9. From the Assign menu select Joint Static Loads… and then Forces… from the submenu.<br />
This will display the Joint Forces dialog box.<br />
10. In this dialog box:<br />
Select EQY from the Load Case Name drop-down box.<br />
<strong>SAP2000</strong> <strong>Web</strong> <strong>Tutorial</strong> 1 63