Noncomposite castellated beam design results and noncomposite castellated failure conditions are shown displayed in the Noncomposite Castellated Beams dialog. In the Noncomposite Castellated Beams dialog, shear, body buckling, vierendeel controls in gross and net area, as well as internal force results and net moment of inertia calculation are also given.
Location of Noncomposite Castellated Beams Dialogue
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General Specifications of Noncomposite Castellated Beams Dialogue
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, STORY 1, 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. |
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. |
Noncomposite Castellated Beams
Design Checks Tab
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Specifications |
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ID  Image ModifiedCastellated is the name of the beam in the plan. |
Section  Image ModifiedIt is the section used in honeycomb beam. |
Material  Image ModifiedCastellated is the material class of the beam. |
PMM ratio  Image ModifiedIt is the ratio of requirement to cross section capacity (PMM Ratio = Need/Capacity). |
Shear (Gross)  Image ModifiedIt is the ratio of shear force to capacity in gross section. |
Shear (Net)  Image ModifiedIt is the ratio of the shear force to the capacity in the net section. |
Horizontal shear  Image ModifiedIt is the ratio of shear force to capacity in horizontal section. |
Web post buckling  Image ModifiedIt is the ratio of the twisting moment in the body to the capacity. |
Vierendeel bending  Image ModifiedVierendeel is the ratio of need to capacity according to castellated beam calculation. |
Deflection  Image ModifiedDeflection value of castellated beam. |
Check  Image ModifiedIt is an information box whose sign changes according to the presence or absence of negativity in the section. |
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: Castellated is the length of the beam.
Limit value: The limit deflection value of the beam according to the regulation.
Ratio: It is the ratio of deflection made by the beam to the limit value. |
Axial force and biaxial 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.
Mu2: It is the moment value acting on the element in the 3 direction.
Pc: The axial load capacity of the honeycomb beam.
Mc3: It is the moment capacity of the element in 3 directions.
Mc2: It is the moment capacity of the element in 3 directions.
Interaction equation: It is the interaction equation of design.
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.
Mu2: It is the moment value acting on the element in the 3 direction.
Pc: The axial load capacity of the honeycomb beam.
Mc3: It is the moment capacity of the element in 3 directions.
Mc2: 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. |
Force and Moments Tab
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Specifications |
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i  Image ModifiedThe web post and opening in the honeycomb beam 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. |
Mu3  Image Modified It is the moment value acting on the element in 3 direction. |
Mu2  Image ModifiedIt is the moment value acting on the element in 2 direction. |
Pv  Image Modified It is the axial force value. |
Mv3  Image ModifiedIt is the moment value acting on the element in 3 direction. |
Mv2  Image ModifiedIt is the moment value acting on the element in 2 direction. |
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 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 thesubheading 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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