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Specifications

Schematic drawing

Composite status

Number of studs: The number of slip nails in the element.
PCC: It is the composite ratio of the element.

Construction bending

Combo: The load combination that produces the most unfavorable construction bending moment ratio.
Mu3: It is the bending moment value in the 3 direction.
Mc3: It is the composite bending moment capacity of the element in the 3 direction.
Ratio: The ratio of bending moment to capacity.
Laterally combo: Indicates whether the composite element is held laterally during the construction phase.

Composite bending

Combo: The load combination that produces the most unfavorable composite bending moment ratio.
Location: The position of the most unfavorable rate on the beam.
Mu3 : Composite bending moment value in 3 direction.
Mc3: Composite bending moment capacity of the element in the 3 direction.
Ratio: The ratio of bending moment to capacity.

Shear

Combo: It is the load combination that produces the most negative shear rate.
Vu: It is the shear force that occurs in the element section.
Vc: It is the shear force capacity of the element.
Ratio: It is the ratio of cutting force to capacity.

DeflextionComposite section properties

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Effective width of the concrete slab: It is the parameter used in composite beam design and calculated in accordance with the definition given in ÇYTHYEDY SECTION 21.4.1.1.
Depth of concrete acting in compression: ÇYTHYEDY is calculated by equation 12.19. It refers to the thickness of the slab under pressure.
Plastic neutral axis location from the top of the slab: It is the axis passing through the point where the plastic moment values ​​created by the pressure and tensile effects on the cross section balance each other.
Moment of inertia of the composite section: Slab is the moment of inertia calculated using slab parameters

Deflection

Combo: It is the load combination that produces the most negative shear rate.
Deflection: It is the deflection value made by the composite beam.
Span: It is the length of the composite beam.
Limit value: It is the value of the maximum allowed deflection of the element.
Ratio: It is the ratio of total deflection to the upper value.

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