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It determines with parameters which criteria the program will comply with in reinforced concrete design and reinforcement placement stage.
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Specifications |
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Specifications |
Concrete cover   It is the distance from the center of gravity of the reinforcement rebar in the single foundation footing to the outer face of the concrete. |
MineMin. pursantaj percentage   It is the parameter that determines the minimum reinforcement rebar to be placed on a single foundationfooting. Under no circumstances can the reinforcement rebar be less than the limit specified by this parameter. |
Max. reinforcement rangepercentage   In the program, the range of the reinforcement rebar to be placed on a single foundation footing is selected so that it is not more than the value specified in this parameter. |
Min. reinforcement rangepercentage   In the program, the range of the reinforcement rebar to be placed on a single foundation footing is selected so that it is not less than the value specified in this parameter. |
Use column moments in the calculusanalysis   The default state is checked. If it is not checked, only normal forces are taken into account in the foundation calculation from the effects of the column caused by vertical and earthquake loads from the superstructure. Column moments are not taken into account. In this case, the information on Mx and My values is not displayed under the heading Column Loads Under Basement in the Single Baseline Footing report. |
Use earthquake normal seismic axial forces in the calculatoranalysis   The default state is checked. If it is not checked, only vertical normal forces are taken into account in the foundation calculation, from the column effects caused by vertical and earthquake loads from the superstructure. Normal forces arising from earthquake loads are not taken into account. |
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