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Specifications |
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Preview and legend  The fiber layout preview and what the colors mean are shown. |
Material model for design  Section cells and rebars are displayed according to the concrete and rebar material model criteria defined in TS500. |
Material model for performance assessment  The section cells and rebars are displayed according to the ŞGDT criteria for the concrete and rebar material model defined in TBDY. |
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. |
Forces and Details Tab
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Specifications |
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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 individual 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 resultsmaximums   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 değerleridirMdesign: Beam bearing strength and design moment values. Mr (-)/Mr (+): Kesitin çekme ve basınç bölgelerinde hesaplanan taşıma gücü momentleridirThey are the moments of bearing strength calculated in the tensile and pressure regions of the section. As üst: Kesitin üst bölümlerinde bulunan toplam donatı alanlarıdırtop: It is the total reinforcement areas in the upper parts of the section. 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 katıdırbottom: It is the total reinforcement areas in the lower parts of the section. Slip safety: If you saw this message, it means shear force controls on the beam are exceeded. The deflection is exceeding: If you saw this message, it means the beam is not providing deflection control. Maximum pursmail exceeded: If you see this message, it means that the beam does not provide maximum pursmail control. TS500 Balanced reinforcement ratio limit: It is 0.85 times the balanced rebar ratio defined in TS500 . Reinforcement ratio difference: It is the difference in tensile and compression reinforcement rebar ratios at the element end. |
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