The composite beam design results are shown in the Composite Beams dialog.

Location of Composite Beams Dialogue

After the analysis is done, you can access it by clicking the Composite Beam Design Results command under the Steel Design title of the ribbon menu Analysis and Design tab .

General Specifications of Composite 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.

For example, STORY 2, 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

The cursor moves to the previous line.

Next

The cursor goes to the next line.

OK

It saves the changes made and closes the dialog.

Cancel

Closes the dialog without saving the changes made.

Composite Beams

Design Checks Tab

Specifications

ID

It is the name of the composite beam in the plan.

Section

It is the section used in composite beam.

Material

It is the material class of composite beam.

PCC

It is the composite ratio of the element.

Construction bending

It is the bending moment during the construction phase.

Composite bending

It is the ratio of bending moment to capacity.

Shear

It is the ratio of cutting force to cutting capacity.

Deflection

It is the ratio of total deflection to the upper value.

Check

It is an information box whose sign changes according to the presence or absence of negativity in the section.

Design Details Tab

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.

Composite section properties

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.