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Specifications |
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Capacity chart  Combination: The corresponding combination is shown. |
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 about 2 axis  |
Bending about 3 axis  |
DGT  Section cells and rebars are displayed according to the concrete and rebar material model criteria defined in TS500. |
SDGT - (new structure)  The section cells and rebars are displayed according to the ŞGDT (new structure) criteria for the concrete and rebar material model defined in TBDY. |
SDGT - (existing str. - limited information)  The section cells and rebars are displayed according to the ŞGDT (existing structure - limited information) criteria for the concrete and rebar material model defined in TBDY. |
SDGT - (existing str. - comprehensive info)  The section cells and rebars are displayed according to the ŞGDT (existing structure - comprehensive information) criteria for the concrete and rebar material model defined in TBDY. |
Design case  The combination for the capacity diagrams to be examined can be selected from the list. |
Use T-section  If the option is selected, t-section is used. |
End I  Shows the arrangement of fibers and reabers at the i-end of the beam. |
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   |
IdealizeCaltrans idealized model   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 a fiber reaches ultimate stress  If checked, the graphic ends when the graphic fiber reaches its highest stress. Material model for design  . |
Use T-section If the option is selected, t-section is used. |
Extra as in flange  It is the extra reinforcement area to be taken into account in the t-section due to the slab reinforcement. The reinforcement area value written here is added to the existing beam reinforcement area. |
DGT  Section cells and rebars are displayed according to the concrete and rebar material model criteria defined in TS500. |
Material model for performance assessment  SDGT  The section cells and rebars are displayed according to the ŞGDT criteria for the concrete and rebar material model defined in TBDY. |
Point count  It is used to determine how many points the moment curvature graph consists of. |
Angle  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 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. |
Tension limit  The determined material model is the largest axial tensile force that the section can take in the moment-normal force interaction. |
View stress/strain contours  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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Deflection and crack table   The values 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 dead load  |
Deflection curve due to live load  |
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In this tab, the three-dimensional rebar image of the beam is shown.
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Specifications |
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3D image   |
Show columns   If the option is selected, column rebars are shown on the screen. |
Show beams   If the option is selected, beam rebars are shown on the screen. |
Show shearwalls   If the option is selected, shearwall rebar is shown on the screen. |
Show longitudinal bars   Longitudinal bars of the elements with option marked are shown on the screen. |
Show lateral transverse bars   The transverse reinforcements of the elements with options are displayed on the screen. |
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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