Page Comparison

Bending

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Komb .Combo: 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.

Cut Shear (Gross)

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Komb .Combo: 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.

Cutting Shear (Net)

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Komb .Combo: 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 cuttingshear

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Komb .Combo: 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.

Body sprain

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Komb .Web post buckling

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Combo: 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

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Komb .Combo: 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.

i

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The body and body cavities in the honeycomb beam castellated beams are listed.

x

It shows the location where the relevant forces and moments are located.

SeenVu

It is the shear force acting on the element.

Mu

It is the moment value acting on the element.

Pv

It is the axial force value.

Mv

It is the moment value acting on the element.

Vh

Shear force acting on the element.

Mh

It is the moment value acting on the element.

Section properties

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Ix, net: shows the net moment of inertia in the x direction.

T section properties

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A: 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 indicates the moment of elastic strength in the x direction in the upper: upper cap region.
Wey indicates the moment of elastic strength in the y-direction in the upper: upper cap region.
Wex: lower: shows the moment of elastic strength in the x direction in the subheading region.
Wey indicates the moment of elastic strength in the y-direction in the lower: subhead region.
Wpx:Shows the plastic strength moment in the x direction.
Wpy: shows the plastic strength moment in the y direction.