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Specifications |
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Accessories section (calculated - required - existing)   At the left support of the beam, upper and lower; in the middle; clearance and mounting; in the right bracket; The sum of the available / required and surplus calculated-required-existing-difference reinforcement areas is given as top and bottom. Just below, the loading combination of the reinforcement calculation and the moment values of that combination are also written. Left moment0: At the beam left support, the moment zero point is the distance from the left end of the beam. The value can be changed if desired. In the beam details, the break distance of the battery is taken as the value written here. Right moment0: At the beam right support, the moment zero point is the distance from the right end of the beam. The value can be changed if desired. In the beam details, the break distance of the battery is taken as the value written here. |
Structural material  Shows the structural material of the beam. |
fck  The characteristic of concrete is its compressive strength. |
fcd  The characteristic calculation of concrete is its compressive strength. |
fctd  The characteristic calculation of concrete is its tensile strength. |
fyk  Reinforcement is the yield strength of rebar. |
fyd  It is the calculation strength of rebar steel. |
T-Beam width  Beam is the plate value. It is the beam width value in rectangular sections. (b) In symmetrical sections; For unsymmetrical sections, For a, the following values can be used: Upper limits or |
Beam length  Shows the beam length. |
Design combination  And the loading that gives its value is the name of the combination. |
End  Support for cutting calculation ... (left or right) |
ln  It is the net span value of the beam from inside the column to the inside of the column, from the beam edge to the beam edge if the beam is supported to another beam. |
Design shear force  It is the design shear force used in stirrup calculation. In beams of high ductility level; |
Vcr  It is the shear force that creates the oblique crack. |
Vc  It is the shear force carried by concrete. |
Vr  It is the maximum cutting force value that the section can carry. The design shear force Ve used in stirrup calculation is not allowed to exceed Vr. The method followed in the calculation of Vr: |
Vmax  It is the maximum shear force that the section can carry. |
TS500 vd  Design shear force determined according to TS500. |
TS500 vMax  Maximum shear force that the section can carry, determined according to TS500. |
asw/s  asw / s It is the area of 1 meter of single arm stirrup found for densification zone as a result of shear force calculation. And it is calculated. And = Vdy ± (Mpi + Mpj) / ln If And> Vmax or Ve> Vr, the cross section is insufficient. And Asw / s is calculated from the formula of = (Asw / s) * fywd * d + 0.8 Vc. S is accepted as 1 meter. And if - Vdy> = 0.5 Vd then Vc = 0 is taken. The asw / s value is never allowed to be less than 0.3 (fctd / fywd) * bw. |
Reinforcement  It is the stirrup rebar selected from the Asw / s value. It is shown as the number of stirrups, the diameter of the rebar, the middle and the spacing in the densification region, respectively. |
Diagonal reinforcement  Lists the control information in table form of the diagonal rebar design related information in the tie beams. (TBDY Article 7.6.8) Ln> 2hk and V <= 1.5 bw d fcd checks are made. Asd = Vd / (2fydsin (y)) ln: Beam clear span d = hk-spacers fctd: Concrete characteristic calculation tensile strength |
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Specifications |
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Bending about 2 axis  |
Bending about 3 axis  |
Material model for design  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 - (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. |
Design case  The combination for the capacity diagrams 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. 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. |
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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. |
Use T-section If the option is selected, the graphic ends when the graphic fiber reaches its highest stress. Material model for design 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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Specifications |
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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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