EXAMPLE 1. NEW BUILDING DESIGN FROM REINFORCED CONCRETE

EXAMPLE 1: 'REINFORCED CONCRETE CONSTRUCTION STUDY' 93 In general, the value of acd is defined to be less than or equal to the value of the seismic behaviour coefficient q. For the footing positions of the columns, acd shall be taken as 1,35. Check the corresponding option and enter the value you want. If you do not check any option, the program will take into account the value of acd it will calculate. OBSERVATION: The definition of the node type will then be done with the "Node Characterization" option. Not "Node Characterization" by the user means that all nodes are taken as free in both directions, except for the packed nodes. With the " Node characterization " option, you specify the type of node per direction. The solution of the satisficer is done either Selectively or Overall per level. Select the Results command and a column or wall node to open the test results file for that node for each seismic combination and direction.