Table of Contents
1INTRODUCTION
2DEFINITIONSANDNOTATION
2.1Definitions
2.2Notation
3DESIGNOFMEMBERSWITHWEBOPENINGS
3.1General
3.2LoadandResistanceFactors
3.3OverviewofDesignProcedures
3.4Moment-ShearInteraction
3.5EquationsforMaximumShearCapacity,M[m]
3.6EquationsforMaximumShearCapacity,V[m]
3.7GuidelinesforProportioningandDetailing
BeamswithWebOpenings
3.8AllowableStressDesign
4DESIGNSUMMARIESANDEXAMPLEPROBLEMS
4.1General
4.2Example1:SteelBeamwithUnreinforced
Opening
4.3Example1A:SteelBeamwithUnreinforced
Opening-ASDApproach
4.4Example2:SteelBeamwithReinforced
Opening
4.5Example3:CompositeBeamwith
UnreinforcedOpening
4.6Example4:CompositeGirderwith
UnreinforcedandReinforcedOpenings
5BACKGROUNDANDCOMMENTARY
5.1General
5.2BehaviorofMemberswithWebOpenings
5.3DesignofMemberswithWebOpenings
5.4Moment-ShearInteraction
5.5EquationsforMaximumMomentCapacity
5.6EquationsforMaximumShearCapacity
5.7GuidelinesforProportioningandDetailing
BeamswithWebOpenings
5.8AllowableStressDesign
6DEFLECTIONS
6.1General
6.2DesignApproaches
6.3ApproximateProcedure
6.4ImproveProcedure
6.5MatrixAnalysis
REFERENCES
ADDITIONALBIBLIOGRAPHY
APPENDIXA
INDEX Abstract
Web openings have been used for many years in structural steel beams. This design guide summarizes design concepts for the practising engineer and reviews the research and history of web openings. Also presents a unified design approach to both steel and composite beams with web openings, including the requirements for reinforcement.
