AISCAISC 360-22

AISCAISC 360-22

All standards AISC standards AISC 360-22

Table I1.1a: Limiting Width-to-Thickness Ratios for Compression Steel Elements in Composite Members Subjected to Axial Compression for Use with Section I2.2 Table I1.1b: Limiting Width-to-Thickness Ratios for Compression Steel Elements in Composite Members Subjected to Flexure for Use with Section I3.4 Classification of Filled Composite Sections for Local Buckling Stiffness for Calculation of Required Strengths Load Transfer for Positive Flexural Strength Table I5.1 Direct Bond Interaction Strength of Steel Headed Stud Anchors Steel Anchors in Composite Components

TablesI Design of composite members

Stiffness for Calculation of Required Strengths

PDF page 162 · AISC 360-22

(EI)eff = EsIs + 0.35EcIc	(I1-1)
(EA)eff = EsAs + 0.45EcAc	(I1-2)
(GA)eff = GsAsw + GcAc	(I1-3)

Found in

GENERAL PROVISIONS

Classification of Filled Composite Sections for Local Buckling

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