Composite Beam Design Results
Composite beam design results and composite beam failures are displayed in the Composite Beams dialog. When the definition of composite slab is made on the secondary steel beams, composite beam design is made for these elements. In the Composite Beams dialog, composite steel beam properties (concrete effective width, composite section neutral axis, composite moment of inertia), construction phase bending moment control, composite bending control, shear control and deflection control are given.
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 |
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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 |
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Schematic drawing |
Composite status Number of studs: The number of slip nails in the element. |
Construction bending Combo: The load combination that produces the most unfavorable construction bending moment ratio. |
Composite bending Combo: The load combination that produces the most unfavorable composite bending moment ratio. |
Shear Combo: It is the load combination that produces the most negative shear rate. |
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. |
Deflection Combo: It is the load combination that produces the most negative shear rate. |
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