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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 a fiber reaches its highest ultimate 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 Material model for design  Section cells and rebars are displayed according to the concrete and reinforcement rebar material model criteria defined in TS500. |
ŞGDT  It ensures that moment curvature is obtained by complying with 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. |
Point numbercount   It is used to determine how many points the moment curvature graph consists of. |
PainAngle   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. |
End 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   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. |
Compression limit  The determined material model is the largest axial pressure force that the section can take in the moment-normal force interaction. |
Shrink Tension limit   The determined material model is the largest axial tensile force that the section can take in the moment-normal force interaction. |
Stress View stress/strain linescontours   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 Curvaturemoment-curvature. |
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Deflections and
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Crackings Tab
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Specifications |
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Deflection and crack table   The values used usesd in deflection and crack controls, deflection and crack results are given. Beam: It is the name of the beam where deflection and crack control results are shown. |
Deflection curve due to constant dead load   |
Deflection curve due to live load   |
Torsion Tab
Torsion controls on beams are made according to the method recommended in TS500. In this tab, the values used in beam torsion controls, if there are any reinforcements rabers that need to be placed in the cross section as a result of torsion calculations, their information is shown. .
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Specifications |
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Torsion Torsional moment   Td: The design torque value. |
Area of reinforcement  Reinforcement area  Aov / s: It is the value of the stirrup cross section required for cutting at 1 meter section. |
Stirrup   D: It is the reinforcement rebar diameter value. |
ControlCheck   |
Torsion Added reinforcement for torsion   Information on the torsion reinforcement in the upper, middle and lower under parts of the beam is given. |
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Reinforcements Bar Tab
In this tab, the three-dimensional reinforcement rebar image of the beam is shown.
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Specifications |
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Specifications |
3D image   |
ColumnsShow columns   If the option is selected, column reinforcements rebars are shown on the screen. |
BeamsShow beams   If the option is selected, beam reinforcements rebars are shown on the screen. |
CurtainsShow shearwalls   If the option is selected, curtain reinforcement shearwall rebar is shown on the screen. |
Longitudinal reinforcements  Show longitudinal bars  Longitudinal reinforcements bars of the elements with option marked are shown on the screen. |
Transverse reinforcement  Show lateral bars  The transverse reinforcements of the elements with options are displayed on the screen. |
Color by diameter   Show individual colors   If the option is selected, bars with different diameters are shown in different colors. Which color represents which diameter is on the right of the screen. If the option is off, all of the rebars are shown in red. |
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