EXAMPLE 1. NEW BUILDING DESIGN FROM REINFORCED CONCRETE

EXAMPLE 1: 'REINFORCED CONCRETE CONSTRUCTION STUDY' 25 The dimensions of the pedestals are obtained from a specification taking into account only the weights and are entered as packed (with Ks=0). The user is invited to select all the skids and through the Multiple Options to set the value of Ks according to the terrain. You select the command and with Select with Window Select all level 0 and right click to open the dialog box. You select the Cross-section Elements and the Soil Involvement field. Set the participation and value and select Apply and Exit. Left-click to select a node of a pedestal and check in the properties that the change has been made.