EXAMPLE 2. FORMAL STUDY METAL CONSTRUCTION

EXAMPLE 2: 'DESIGN OF A METAL STRUCTURE' 35 Here you can specify to resolve your girder without diaphragmmode altogether, even if there are diaphragm nodes, as well as to resolve it pressed (Spring No) even if elastic foundation is set. With the EC8 Dynamic script selected, the " Load " command opens the following dialog box: where, for each charge of the scenario you created (left column), you assign one charge (LC) from the ones you created. • select the value 1.00 for LC1 (after first selecting the category "Permanent Loads" - G(1), which is coloured blue) and 1.00 for LC2 (after first selecting the category "Mobile Loads" - Q(2), which is coloured blue).