EXAMPLE 4. METAL STUDY CONSTRUCTION WITH 3D DWG

EXAMPLE: 'DESIGN OF METAL CONSTRUCTION' 38 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. In cases where Dynamic analysis is required, if you select "Nodes" for the corresponding dynamic scenario and "open" the springs ("Yes"), then you can use the dynamic combinations for the dimensioning of the foundation. 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). • The "+" next to the charge category indicates that there is a charge participation for that particular charge. to update the script and register the changes. The program automatically populates the unit in the corresponding charge, so any modification is, again, optional.