Analysis, calculation and reinforced concrete results on beams and negative situations regarding beams are shown in the Beam Reinforcements dialog.
Location of Beam Reinforcements Dialogue
After analysis, you can access it by clicking on the Beam Reinforcements command under the Concrete Design title of the ribbon menu Analysis and Design tab .
General Specifications of Beam Reinforcements Dialogue
Summary Information The summary information about the line where the cursor is located is given in the form of Story, Name, and Position in the name of the dialog.  For example, Basement 1, K03 |
Using the Shift key In this tab, you can select more than one row with the Shift key, enter a value by double-clicking any cell whose value is open to change, and make that value apply to all selected rows. |
Using the Ctrl key Ctrl key, on the other hand, selects the lines in between one by one. |
Reinforcement calculator  Calculates the amount of rebar, in area, for the selected diameter and span. |
Select  Selects the object on the line with the cursor. When the concrete dialog is closed, you can take action for the selected element. |
All Stories  It lists the slabs on the screen throughout the entire story. |
Previous  The cursor moves to the previous line. |
Next  The cursor goes to the next line. |
Filter  It is used to define certain conditions and filter only the elements that satisfy that condition. |
Recalculate  The element rebuilds its concrete. The regulation calculations related to concrete and rebars are also made again. It may be more appropriate to repeat the structure analysis instead of concrete in important changes. |
Ok  It saves the changes made and closes the dialog. |
Cancel  Closes the dialog without saving the changes made. |
Beams Tab
In this tab, the list of beam dimensions and rebar is given as a table.
Specifications |
|---|
DS  It is the rebae fixing column. If marked, the rebar is fixed. DS is automatically marked when changes are made in beam rebar, and when concrete is made, the beam rebar also remains constant. If DS is not marked, when concrete is made, beam rebars are determined again according to rebar selection conditions. |
ID  It is the name of the beam in the plan. (K1, K101, K10 etc.) In case of negativity, the term related to negativity is added next to the name. Like K101 (M). |
Story  The name of the story where the beam is located appears in this cell. |
B, H  It is the width and height of the beam, respectively. You can change the dimensions by double clicking in the B and H cells. When the size is changed, the beam rebar calculation is made for that beam according to the changed dimensions. |
L-upper  It is the value in terms of number and diameter of the rebar located on the left support section of the beam. You can make changes by double-clicking the cell. |
L-under  It is the value of the rebar under the left support section of the beam in terms of number and diameter. You can make changes by double-clicking the cell. |
Mount  It is the value of the beam assembly rebar in terms of number and diameter. You can make changes by double-clicking the cell. |
Bent-up  It is the value of beam pleating rebar in terms of number and diameter. You can make changes by double-clicking the cell. |
Straight  It is the value of beam straight rebar in terms of number and diameter. You can change by double clicking the cell. |
R-upper  It is the value of the rebar on the right support section of the beam in terms of number and diameter. You can make changes by double-clicking the cell. |
R-under  It is the value of the rebar under the right support section of the beam in terms of number and diameter. You can make changes by double-clicking the cell. |
Lateral  It is the diameter and spacing of the beam stirrup in the middle zone and densification zone, respectively. You can make changes by double-clicking the cell. |
Body  It is the value of the beam body rebar in terms of number and diameter. You can make changes by double-clicking the cell. |
Concrete Configuration Tab
In the reinforced concrete configuration tab, the beam drawing appears. You can shift the drawing left and right by holding down the left mouse button.
When you left click on the beam text indicating the name of the beam (K1 25/50 etc.), a dialog showing the beam reinforcements opens. In this dialog, the reinforcement diameter and / or quantity of the beam can be changed.
The same can be done by clicking on any reinforcement text value on the drawing. In this case, a dialog opens in which only the clicked reinforcement will be changed.
Update neighboring supports: This option is important if the reinforcement being replaced is a reinforcement that is shared with neighboring beams. If the option is selected, the reinforcement in the adjacent support is automatically changed.
In the reinforced concrete configuration, especially the green and / or red circles that appear on the supports of continuous beams determine where the beam reinforcements are to be cut.
If the circle is green, the reinforcement is continued to the next span. If the circle is red, the reinforcement is cut at the support.
Circles are turned into red and / or green (reinforcement passes / does not pass) by clicking with the mouse. According to the reinforcement cutting status, the reinforcement arrangement is made automatically, excess or missing reinforcements can be viewed on the screen. Missing reinforcements are transmitted to the user in red.
Miter: If it is green, it means that the reinforcement will be cut with a set square. Red means that the reinforcement will be left straight or continue to the adjacent beam.
Partial transition: Partial transition is active in green, inactive in red. This option, which is set for continuous but different beams, regulates whether a certain proportion of the reinforcement will be transferred to the other beam. In two continuous beams of different widths, if this option is selected, the reinforcement transition is arranged by taking into account the ratio found from the division of the width values of the adjacent beams. For example, let the width of the 1st beam 50 cm and the width of the 2nd beam 25 cm. 25/50 = 0.5 ratio. The number of reinforcement, for example, is 4 flat reinforcement 2 pieces of reinforcement will make partial transition, and 2 pieces of reinforcement will be cut with a square.
Combine: If the beam is continuous, the continuous beams automatically have the same continuity and the reinforcement is drawn continuously up to the maximum reinforcement length value (12 meters). So this option is automatically green. If the option is deselected (made red), the canceled beam will not be drawn continuously, but detached from the adjacent beam at the common support.
Reinforcement Areas Tab
Specifications |
|---|
Accessories section (available - required - excess)  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 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. Sol moment0= Kiriş sol mesnetinde, moment sıfır noktasının, kiriş sol ucuna olan mesafesidir. Değer istenirse değiştirilebilir. Kiriş detaylarında pilyenin kırım mesafesi, buraya yazan değer kadar alınır. Sağ moment0= Kiriş sağ mesnetinde, moment sıfır noktasının, kiriş sağ ucuna olan mesafesidir. Değer istenirse değiştirilebilir. Kiriş detaylarında pilyenin kırım mesafesi, buraya yazan değer kadar alınır. |
Tasarım kesme kuvveti (Ve)  Etriye hesabında kullanılan dizayn kesme kuvvetidir. In beams of high ductility level; |
Vmax  It is the maximum shear force that the section can carry. |
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: |
Loading  And the loading that gives its value is the name of the combination. |
Three  Support for cutting calculation ... (left or right) 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 reinforcement selected from the Asw / s value. It is shown as the number of stirrups, the diameter of the reinforcement, the middle and the spacing in the densification region, respectively. |
Table  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 |
Jul. Ack.  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. |
Concrete fck  The characteristic of concrete is its compressive strength. |
Concrete fcd  The characteristic calculation of concrete is its compressive strength. |
Concrete fctd  The characteristic calculation of concrete is its tensile strength. |
Steel fyk  Reinforcement is the yield strength of steel. |
Steel fyd  It is the calculation strength of reinforcement steel. |
Cross reinforcement  Lists the control information in table form of the cross reinforcement 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 |
Section Cell (Fiber) Design Tab
Specifications |
|---|
Preview and legend  The section cell preview and what the colors mean are shown. |
Material version for DGT  Section cells and reinforcements are displayed according to the concrete and reinforcement material model criteria defined in TS500. |
Material model for ŞGDT  The section cells and reinforcements are displayed according to the ŞGDT criteria for the concrete and reinforcement material model defined in TBDY. |
I tip  Shows the arrangement of fibers and reinforcements at the i-end of the beam. |
Openness  Shows the fiber and reinforcement arrangement in the beam span. |
J tip  Shows the fiber and reinforcement arrangement at the j end of the beam. |
Forces Tab
Specifications |
|---|
Table of forces  Load: The name of the respective load or load combinations. |
Design results  After the analysis, the regulation conditions have been applied, therefore it shows the end forces that have undergone changes and going to the design. In addition, the values used are shown in bold. End forces are values calculated on the element local axes. |
Raw results  After analysis, it shows the raw end forces that are not applied to the regulation conditions. End forces are effects on the element local axes. |
Global results  After the analysis, these are the values in global coordinates of the extreme forces that are not applied regulation conditions. |
Show results separately  For 4 modal analysis cases, 4 different results are obtained from each earthquake loaded combination. If you want the program to display the values obtained for each modal state one by one, you should check this option. |
Show greatest results  The biggest values of 4 different results obtained from each load combination for 4 different modal cases are shown in the table. |
Moments and forces  M values indicate the moments around the respective axis according to the global coordinate axis set, and the F values indicate the forces in the respective axis direction. Mr/Mdizayn: Kiriş taşıma gücü ve dizayn momenti değerleridir. Mr (-)/Mr(+): Kesitin çekme ve basınç bölgelerinde hesaplanan taşıma gücü momentleridir. As üst: Kesitin üst bölümlerinde bulunan toplam donatı alanlarıdır. As alt: Kesitin alt bölümlerinde bulunan toplam donatı alanlarıdır. Kayma güvenliği: Bu mesajı gördüyseniz, kirişte kesme kuvveti kontrolleri aşılıyor demektir. Sehim aşıyor: Bu mesajı gördüyseniz, kirişte sehim kontrolü sağlamıyor demektir. Maksimum pursantaj aşıldı: Bu mesajı gördüyseniz, kirişte maksimum pursantaj kontrolü sağlamıyor demektir. TS500 Dengeli donatı oranı limiti: TS500’de tanımlanan dengeli donatı oranının 0,85 katıdır. Reinforcement ratio difference: It is the difference in tensile and compression reinforcement ratios at the element end. |
Capacity Design Tab
Specifications |
|---|
Capacity chart  Combination: The corresponding combination is shown. |
Available reinforcement area  The available reinforcement area values for end i, span and j end are shown. |
Capacity Diagrams Tab
Specifications |
|---|
Bending diagram in 2 axis  |
Bending diagram in 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 criteria defined in TS500. |
ŞGDT  It ensures that the capacity curve is obtained by complying with the ŞGDT criteria for the concrete and reinforcement 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 element. |
Moment - Curvature Tab
Specifications |
|---|
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. |
Deflection and Crack Tab
Specifications |
|---|
Deflection and crack table  The values used 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 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 that need to be placed in the cross section as a result of torsion calculations, their information is shown. .
Specifications |
|---|
Torsion moment  Td: The design torque value. |
Area of reinforcement  Aov / s: It is the value of the stirrup cross section required for cutting at 1 meter section. |
Stirrup  D: It is the reinforcement diameter value. |
Control  |
Torsion reinforcement  Information on the torsion reinforcement in the upper, middle and lower parts of the beam is given. |
Accessories Tab
In this tab, the three-dimensional reinforcement image of the beam is shown.
Specifications |
|---|
Specifications |
|---|
3D image  |
Columns  If the option is selected, column reinforcements are shown on the screen. |
Beams  If the option is selected, beam reinforcements are shown on the screen. |
Curtains  If the option is selected, curtain reinforcement is shown on the screen. |
Longitudinal reinforcements  Longitudinal reinforcements of the elements with option marked are shown on the screen. |
Transverse reinforcement  The transverse reinforcements of the elements with options are displayed on the screen. |
Color by diameter   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. |