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

Load Transfer for Positive Flexural Strength

PDF page 171 · AISC 360-22

(a) Concrete crushing
	V′ = 0.85f′_cA_c	(I3-1a)
(b) Tensile yielding of the steel section
	V′ = F_yA_s	(I3-1b)
(c) Shear strength of steel headed stud or steel channel anchors
	V′ = ∑Q_n	(I3-1c)

Found in

FLEXURE

Stiffness for Calculation of Required Strengths

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