Specification for structural steel beams with web openings by American Society of Civil Engineers

By American Society of Civil Engineers

This specification covers the layout of composite and noncomposite beams with internet openings. simple layout methods contain choice of extreme nominal flexural ability, greatest nominal shear means, and interplay of flexure and shear. part houses are restricted to make sure ductile habit. oblong and round openings, without or with establishing reinforcement, are addressed. The specification follows load and resistance issue layout philosophy

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Additional info for Specification for structural steel beams with web openings

Example text

Top tee: region of a beam above an opening. unperforated member: section without an opening; refers to properties of the member at the position of the opening.

Bottom tee: region of a beam below an opening. high moment end: edge of an opening subjected to the greater primary bending moment; secondary and primary bending moments act in the same direction. low moment end: edge of an opening subjected to the lower primary bending moment; secondary and primary bending moments act in opposite directions. opening index: p0, parameter used to limit opening size and aspect ratio. primary bending moment: bending moment at any point in a beam caused by external loading.

APPENDICES the definition of a symbol refers to the section in this Commentary where the symbol is first defined. 3) APPENDIX C GLOSSARY The following terms apply to members with web openings. bottom tee: region of a beam below an opening. high moment end: edge of an opening subjected to the greater primary bending moment; secondary and primary bending moments act in the same direction. low moment end: edge of an opening subjected to the lower primary bending moment; secondary and primary bending moments act in opposite directions.

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