EXAMPLE 3. NON-STANDARD STUDY METAL CONSTRUCTION

EXAMPLE 3: 'DESIGN OF A METAL STRUCTURE' 41 For this example you will select only the EC8 dynamic earthquake scenarios, as well as the Snow Typical, Wind 0 and Wind 90 scenarios, which were automatically created by the program in the previous step. With the EC8 Dynamic script selected, the Properties - Members command includes the property value multipliers of the linear members. The program automatically selects, depending on the scenario regulation, the corresponding inertial multipliers so any modification is optional. With the EC8 Dynamic script selected the " Nodes " command displays the following dialog box: Here you can specify to resolve your girder without diaphragm mode altogether, even if there are diaphragm nodes, as well as to resolve it pressed (Spring No) even if elastic foundation is set.