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Specifications |
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Capacity chart   Combination: The corresponding combination is shown. |
Available reinforcement area  Existing area of steel  The available reinforcement area values for end i, span and j end are shown. |
Capacity Diagrams Tab
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Specifications |
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Bending diagram in about 2 axis   |
Bending diagram in about 3 axis  |
Loading status  The combination for the capacity diagrams to be examined can be selected from the list. |
DGT  It ensures that the capacity curve is obtained by complying with the concrete and reinforcement  |
Material model for design  Section cells and rebars are displayed according to the concrete and rebar material model criteria defined in TS500. |
ŞGDT  It ensures that the capacity curve is obtained by complying with the Material model for performance assessment  The section cells and rebars are displayed according to the ŞGDT criteria for the concrete and reinforcement rebar material model defined in TBDY. |
I tip  The left end of the element in the horizontal element is the lower end of the element in the vertical element. |
Openness  Shows the arrangement of fibers and reinforcement in beam span. |
J tip  The right end of the element in the horizontal element is the upper end of the element in the vertical elementDesign case  The combination for the capacity diagrams to be examined can be selected from the list. |
End I  Shows the arrangement of fibers and reabers at the i-end of the beam. |
Span  Shows the fiber and rebar arrangement in the beam span. |
End J  Shows the fiber and rebar arrangement at the j end of the beam. |
Moment - Curvature Tab
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Specifications |
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Schematic drawing  |
Moment - curvature diagram  |
Idealize  If marked, the Moment-Curvature plot is idealized. It is a moment curvature relationship obtained by drawing a horizontal line that intersects with an inclined line passing over the moment of yield and will equalize the areas between the moment curvature graph. |
Stop when the fiber reaches its highest stress  If checked, the graphic ends when the graphic fiber reaches its highest stress. |
DGT  It ensures that moment curvature is obtained by complying with the concrete and reinforcement material model criteria defined in TS500. |
ŞGDT  It ensures that moment curvature is obtained by complying with the ŞGDT criteria for the concrete and reinforcement material model defined in TBDY. |
Point number  It is used to determine how many points the moment curvature graph consists of. |
Pain  It shows the neutral axis angle from which the moment curvature relationship is obtained. It is indicated with a red arrow in the image above. |
Axial force  It shows under which axial force the moment curvature relationship is drawn. |
I tip  The left end of the element in the horizontal element is the lower end of the element in the vertical element. |
J tip  The right end of the element in the horizontal element is the upper end of the element in the vertical element. |
Pressure limit  The determined material model is the largest axial pressure force that the section can take in the moment-normal force interaction. |
Shrink limit  The determined material model is the largest axial tensile force that the section can take in the moment-normal force interaction. |
Stress / strain lines  It shows the stress and strain state in section in color format at each step of the moment curvature relationship. |
Generate report  Creates a detailed report of Moment Curvature. |
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