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Specifications |
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Concrete cover   It is the distance from the center of gravity of the tensile reinforcement rebar inside the raft slab to the outer face of the concrete. |
Min. prime withdrawal pursuit  main tensile percentage  In raft floors foundation working in double direction, it is the drawing pursuit in the short edge direction of the floor. In the span of the raft slabfoundation, the reinforcement rebar area is calculated from the moment found as a result of the calculation. This area is also compared to the minimum area of reinforcement rebar calculated using the Minimum Tensile Allowanceminimum main tensile percentage. The area is used whichever is bigger. |
Min. other pull pursuittensile percentage   In raft floors foundations working in double direction, it is the pulling pursuit in the long side of the floor. In the span of the slabfoundation, the area of reinforcement revar is calculated from the moment found as a result of the calculation. This area is also compared to the minimum area of reinforcement rebar calculated using the Minimum Other Tensile Allowanceminimum other tensile percentage. The area is used whichever is bigger. |
Min. hurdi pursantajı  one-way percentage  In raft floors foundations (Luzun / Lkısa≥2Llong /Lshort≥2) whose long side is 2 times more than the short side, it is the pulling pursuit in the short side direction. In the span of the slabfoundation, the area of reinforcement rebar is calculated from the moment found as a result of the calculation. This area is also compared with the minimum reinforcement rebar area calculated using the Minimum Hurdi Allowanceminimum one-way percentage. The area is used whichever is bigger. |
Min. hurdi one-way other pursmailpercentage   In raft floors foundations (Luzun / Lkısa≥2Llong /Lshort≥2) whose long side is 2 times more than the short side, it is the drawing pursuit in the long side direction. In the span of the slabfoundation, the area of reinforcement rebar is calculated from the moment found as a result of the calculation. This area is also compared with the minimum reinforcement rebar area calculated using the Minimum Hurdi Allowanceminimum one-way other percentage. The area is used whichever is bigger. |
Min. reinforcement rangeinterval   This parameter is taken into account when selecting the reinforcement rebar in raft floorsfoundations. If the distance between two rebars is less than the minimum rebar spacing, the rebar diameter is increased. |
Max. reinforcement rangeinterval   The distance between two reinforcements rebar cannot be more than the value entered in this parameter. The maximum range of reinforcement rebar is used together with the x * d parameter. |
Max. reinforcement range interval x * d   The value entered in this parameter is multiplied by the thickness of the plate. The value found is the maximum reinforcement rebar range and the distance between two rebars cannot be more than the value calculated from this parameter. |
Additional minMin. reinforcement range  interval (Aux)  It is the parameter that limits the minimum distance between additional reinforcements rebars in slabsfoundations. This parameter is taken into account when selecting additional reinforcement rebar in slabsfoundations. If the distance between two additional rebars is less than the minimum rebar spacing, the rebar diameter is increased. |
Extra maxMax. reinforcement range  interval (Aux)  It is the parameter that limits the distance between two additional reinforcements rebars in slabsfoundations. The distance between two additional reinforcement rebar is not chosen more than the value written here. The maximum rebar spacing is compared with the parameter x * d and the smaller one is used. |
Additional minMax. reinforcement range interval (Aux) x * d   It is the parameter that limits the maximum distance between additional reinforcements rebars in slabsfoundations. Plate thickness is diametered with the value entered in this parameter. The value found is the maximum reinforcement rebar range and the distance between the two rebars is not chosen more than the value calculated from this parameter. |
Make the reinforcement spacing in multiples Use multiple of 5 rebar intervals   If the option is selected, the program enables the selection of reinforcement rebar spacing in multiples of 5 and 5. The option is not checked, the reinforcement rebar range is put as much as required for the calculation. |
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