AISCAISC 360-22

AISCAISC 360-22

All standards AISC standards AISC 360-22

Chapter G Design of members for shear G1 General provisions G2 I-shaped members and channels G3 Single angles and tees G4 Rectangular HSS, box sections, and other singly and doubly symmetric members G5 Round HSS G6 Doubly symmetric and singly symmetric members subjected to minor-axis shear G7 Beams and girders with web openings

Chapter G Design of members for shear

G7Beams and girders with web openings

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The effect of all web openings on the shear strength of steel and composite beams shall be determined. Reinforcement shall be provided when the required strength exceeds the available strength of the member at the opening.

G6 Doubly symmetric and singly symmetric members subjected to minor-axis shear

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Chapter H Design of members for combined forces and torsion

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