![]() ![]() Click on the title tab of the 3D View to make it active. Click the Cancel button to close the form. Note that the design procedure for this beam is Steel Frame. The Beam Information form shown in Figure 67 displays. In the Plan View, right click on the beam along grid line A between grid lines 1 and 2. Select AISC360-10 from the Design Code dropdown list on the Steel Frame Design Preferences form. Click the Design menu > Steel Frame Design > View/Revise Pref- erences command. ![]() Recall that Red = 1 axis, Green = 2 axis and Blue = 3 axis.Ĭlick the OK button to close the Lateral Bracing form. ![]() Red, green and blue arrows display defining the shell object local axes. Select the Object Assignments tab and check the Local Axes check box in the Shell Assignments area to turn on the shell local axes and then click the OK button to exit the form. Click the View menu > Set Display Options command or click the Set Display Options button,, to access the Set View Options form shown in Figure 42. Click in the 3D View tab to make that window active. A negative wind pressure coefficient applies wind load in the negative local 3-axis direction of the shell object. In such cases, and in this example, a positive wind pressure coefficient applies wind load in the positive local 3-axis direction of the shell object. Typically, wind pressure coefficients are applied to the vertical surface of a shell object. In this Step, wind loads are applied in the X direction to the exterior cladding along grid line A and the developed elevation created in Step 7. ![]()
0 Comments
Leave a Reply. |
AuthorWrite something about yourself. No need to be fancy, just an overview. ArchivesCategories |