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Specifications |
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Structural material  The structural material to be used in the shearwall element is selected from the list. Structural material can be defined as a reinforced concrete element under Materials in Building Tree. |
Edge status determination for article 4.3.2.4b  It is the option used to determine the condition of the side walls while checking the overturning moment of the side walls specified in TBDY 4.3.2.4(b). This condition can be controlled automatically as well as at the discretion of the user. |
Shear strength calculation  For shear strength calculation, the use of left and right boundary element transverse is decided. |
Use mesh reinforcement  The use of mesh wire for reinforcement design is activated. If desired, the meshwire can be extended through the head stirrups. |
Calculate as shell/Finite element width  Check this option to model the shearwall using the finite element method. It will be calculated by dividing the shearwall meshes by using the finite element width below. If the option is not selected, the shearwall will be modeled as a single piece of sheet. |
Sub-basement panel/vertical discontinuous panel  Properties of an entered shearwall become active when opened. If the shearwall is a sub-basement shearwall or a shearwall that does not continue throughout the whole floor, this option is checked. When marked, the relevant shearwall is not included in the cutting area effective in alpha calculation and B1 irregularity control. In addition, the internal force amplification coefficient specified in TBDY 2018 article 4.3.4.9 is not applied. |
This shearwall is a support for a cantilever slab  This option can be selected if the shearwall console is the support of a floor. Otherwise, it should not be marked. |
Fixed support on bottom   If it is selected, the lower end of the shearwalls that are not vertical in the vertical are flush-mounted. This option should be selected for shearwalls that continue on lower floors. Removing the mark creates a vertical continuity problem in the model. This option can be unchecked if the wall has columns at both ends and beams below, if the shearwall is only connected to the columns. |
Rebar coupling  This option is activated if it is wanted to make anchoring reinforcement attachment instead of the overlapped joint on the shearwall. The confounding value is entered in the staggering distance box for the coupling application. |
Connection to foundation  Foundation connections are found automatically. If desired, one of the options "Create separate dowel bars or use main bars" is selected. |
Sub basement level elevation  The sub-basement level elevation for foundation is found automatically. In some special cases, the desired sub basement level elevation can be entered manually in the box by using the user defined option. |
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Specifications |
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Steel diameter  Reinforcement range values are entered for the relevant connection. |
Anchorage length  It becomes active if the "Manual steel lengths" option is selected and the anchorage length can be entered as user-defined. |
Steel intervals  Steel distance values are entered for the relevant connection. |
Hole through bars  If marked, it arranges the column anchorage reinforcements in the reinforcement walls as hole anchorage to the next elements. |
Manual steel lengths  When the option is selected, the inactive anchorage and extension length options become active. The user determines the anchorage and extension length manually. |
Add jacket connections same direction  When the option is checked, jacket connections in the same direction are added. |
Add jacket connections other direction  When the option is checked, jacket connections in the same direction are added. |
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Punching
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-Slab Tab
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Specifications |
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Punching reinforcement type  Punching reinforcement types described in Article 7.11.11 and Article 7.11.12 of TBDY 2018 can be selected from the list for the vertical bearing element being treated. If stapling reinforcement will not be used, "No punching reinforcement" type can be selected. You can edit the values given in the dialog according to the type selected. |
Always perform punching check at bottom end   When If the option is selectedchecked, punching check is always performed at the bottom end. |
Punching-Foundation Tab
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Specifications |
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Punching reinforcement type  Punching reinforcement types described in Article 7.11.11 and Article 7.11.12 of TBDY 2018 can be selected from the list for the vertical bearing element being treated. If stapling reinforcement will not be used, "No punching reinforcement" type can be selected. You can edit the values given in the dialog according to the type selected. |
Always perform punching check |
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If the option is |
checked, punching check is always performed |
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Components Tab
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Add Building Components: Assigns the projected building materials to the object for detailed building components metrics.
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