The composite honeycomb Composite castellated beam design results are shown in the Composite Honeycomb Beams dialogand inadequacies of composite castellated beams are displayed in the Composite Castellated Beams dialog. If the sections of the secondary beams are selected as castellated beams and composite slab is defined on these secondary beams, the composite castellated beam design is used. In the Composite Castellated Beams dialog, shearing in the gross and net area, body buckling, vierendeel controls, internal force results and net moment of inertia calculation are also given.
Location of Composite Castellated Beam Dialogue
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Composite Castellated Beams
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Specifications |
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ID  Image ModifiedCastellated beam is the name of the beam in the plan. |
Section  Image ModifiedIt is the section used in castellated beam. |
Material  Image ModifiedCastellated beam is the material class of the beam. |
Construction stage design  Image ModifiedThe construction stage shows the design control. |
Composite design  Image ModifiedDemonstrates composite design control. |
Deflection  Image ModifiedShows castellated control. |
Construction stage design  Image ModifiedThe construction phase opens the design details window. |
Composite design  Image ModifiedOpens the composite design details window. |
Previous  Image ModifiedThe cursor moves to the previous line. |
Next  Image ModifiedThe cursor goes to the next line. |
OK  Image ModifiedIt saves the changes made and closes the dialog. |
Cancel  Image ModifiedCloses the dialog without saving the changes made. |
Summary Information The summary information about the line where the cursor is located is given in the name of the dialog in story, pose format.  Image ModifiedFor example, BASE STORY, SB001 |
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 selects the lines in between one by one. |
Construction Stage Design
Design Details Tab
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Specifications |
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Bending  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Mu3: It is the moment value acting on the element in 3 direction.
Mc3: It is the moment capacity of the element in 3 directions.
Ratio: It is the moment-to-capacity ratio. |
Shear (Gross)  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Vu: It is the shear force acting on the element.
Vc: It is the shear force capacity of the element.
Ratio: It is the ratio of the shear force of the element to the capacity. |
Shear (Net)  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Vu: It is the shear force acting on the element.
Vc: It is the shear force capacity of the element.
Ratio: It is the ratio of the shear force of the element to the capacity. |
Horizontal shear  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Vu: It is the shear force acting on the element.
Vc: It is the shear force capacity of the element.
Ratio: It is the ratio of the shear force of the element to the capacity. |
Web post buckling  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Mu: It is the moment value acting on the element.
Mc: Moment capacity of the element.
Ratio: It is the ratio of the moment acting on the element to the capacity. |
Vierendeel bending  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Pu: It is the axial load value.
Mu3: It is the moment value acting on the element in 3 direction.
Pc: The axial load capacity of the honeycomb beam.
Mc3: It is the moment capacity of the element in 3 directions.
Interaction equation: It is the interaction equation used in ratio calculation.
Ratio: It is the moment-capacity ratio found by the interaction equation. |
Forces and Moments Tab
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Specifications |
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i  Image ModifiedThe web post and opening in the castellated beams are listed. |
x  Image ModifiedIt shows the location where the relevant forces and moments are located. |
Vu  Image ModifiedIt is the shear force acting on the element. |
Mu  Image ModifiedIt is the moment value acting on the element. |
Pv  Image ModifiedIt is the axial force value. |
Mv  Image ModifiedIt is the moment value acting on the element. |
Vh  Image ModifiedShear force acting on the element. |
Mh  Image ModifiedIt is the moment value acting on the element. |
Section Details Tab
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Specifications |
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Section properties  Image ModifiedIx, net: shows the net moment of inertia in the x direction. |
T section properties  Image ModifiedA: Shows the cross section area.
J: Shows the Polar Moment of Inertia.
Ix: Shows the moment of inertia in the x direction.
Iy: Shows the moment of inertia in the y direction.
ix: Shows the radius of inertia in the x direction.
iy: Shows the radius of inertia in the y direction.
Wex, üst: Indicates the moment of elastic strength in the x direction in the upper cap region.
Wey, üst: Indicates the moment of elastic strength in the y-direction in the upper cap region.
Wex, alt: Shows the moment of elastic strength in the x direction in the subheading region.
Wey, alt: Indicates the moment of elastic strength in the y-direction in the subhead region.
Wpx: Shows the plastic strength moment in the x direction.
Wpy: Shows the plastic strength moment in the y direction. |
Composite Design
Design Details Tab
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Specifications |
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Deflection  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Deflection: It is the deflection formed in the honeycomb beam.
Span: Honeycomb is the length of the beam.
Limit value: The upper deflection value of the beam according to the regulation.
Ratio: It is the ratio of deflection made by the beam to the limit value. |
Shear (Gross)  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Vu: It is the shear force acting on the element.
Vc: It is the shear force capacity of the element.
Ratio : It is the ratio of the shear force of the element to the capacity. |
Shear (Net)  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Vu: It is the shear force acting on the element.
Vc: It is the shear force capacity of the element.
Ratio: It is the ratio of the shear force of the element to the capacity. |
Horizontal shear  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Vu: It is the shear force acting on the element.
Vc: It is the shear force capacity of the element.
Ratio: It is the ratio of the shear force of the element to the capacity. |
Web post buckling  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Mu: It is the moment value acting on the element.
Mc: Moment capacity of the element.
Ratio: It is the ratio of the moment acting on the element to the capacity. |
Vierendeel bending  Image ModifiedCombo: It is the combination that creates the most unfavorable section forces.
Location: It is the position of the section forces taken into account in the design on the beam.
Pu: It is the axial load value.
Mu3: It is the moment value acting on the element in 3 direction.
Pc: The axial load capacity of the honeycomb beam.
Mc3: It is the moment capacity of the element in 3 directions.
Interaction equation: It is the interaction equation used in ratio calculation.
Ratio: It is the moment-capacity ratio found by the interaction equation. |
Forces and Moments Tab
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Specifications |
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i  Image ModifiedThe web post and openning in the castellated beam are listed. |
x Image ModifiedIt shows the location where the relevant forces and moments are located. |
Seen  Image ModifiedIt is the shear force acting on the element. |
Mu  Image ModifiedIt is the moment value acting on the element. |
Pv  Image ModifiedIt is the axial force value. |
Mv  Image ModifiedIt is the moment value acting on the element. |
Vh  Image ModifiedShear force acting on the element. |
Mh  Image ModifiedIt is the moment value acting on the element. |
Section Details Tab
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Specifications |
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Section properties  Image ModifiedIx, net: shows the net moment of inertia in the x direction. |
T section properties  Image ModifiedA: Shows the cross section area.
J: Shows the Polar Moment of Inertia.
Ix: Shows the moment of inertia in the x direction.
Iy: Shows the moment of inertia in the y direction.
ix: Shows the radius of inertia in the x direction.
iy: Shows the radius of inertia in the y direction.
Wex, üst: Indicates the moment of elastic strength in the x direction in the upper cap region.
Wey, üst: Indicates the moment of elastic strength in the y-direction in the upper cap region.
Wex, alt: Shows the moment of elastic strength in the x direction in the subheading region.
Wey, alt: Indicates the moment of elastic strength in the y-direction in the subhead region.
Wpx: Shows the plastic strength moment in the x direction.
Wpy: Shows the plastic strength moment in the y direction. |
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