Design Result Table |
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Check the composite plate girder design results in a spreadsheet format table. For Composite Steel Girder Design Check: If AASHTO-LRFD 12 or AASHTO-LRFD 07 is selected For Composite Steel Girder Design Check: Note 1. The effective width of steel section due to plate buckling is automatically calculated and reflected to calculate bending resistance but not for analysis. Gross section properties for sagging and cracked section properties for hogging are used to calculate stresses to be used for the calculation of effective section properties. 2. The effective widths of both steel section and concrete slab due to shear lag are not automatically considered by the program for both analysis and design. 3. The cracked section properties of concrete slab are considered to calculate hogging bending resistance but not for analysis. |
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From the Main Menu select Design >Composite Design > Design Result Table |
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Bending Resistance tab Items produced in the Bending Resistance Table Effective Section (Buckling) tab Items produced in the Bending Resistance Table Elem: Element
Axial Force: Effective section properties due to buckling when it is subject only to stresses due to uniform axial compression As,eff: Effective area of steel sections Iya,eff: Effective moment of inertia of steel sections about the local-y axis Iza,eff: Effective moment of inertia of steel sections about the local-z axis Ac,eff: Effective area of composite sections Iyc,eff: Effective moment of inertia of composite sections about the local-y axis Izc,eff: Effective moment of inertia of composite sections about the local-z axis
Bending Moment: Effective section properties due to buckling when it is subject only to bending stresses As,eff: Effective area of steel sections Iya,eff: Effective moment of inertia of steel sections about the local-y axis Iza,eff: Effective moment of inertia of steel sections about the local-z axis Ac,eff: Effective area of composite sections Iyc,eff: Effective moment of inertia of composite sections about the local-y axis Izc,eff: Effective moment of inertia of composite sections about the local-z axis
If AASHTO-LRFD 12 or AASHTO-LRFD 07 is selected 1. Span Checking
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