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AISC 810:1997

AISC 810:1997 Erection Bracing Of Low-rise Structural Steel Frames Design examples and information for the design of temporary lateral support systems and components for low-rise buildings. Detailed engineering calculation for the justification of temporary bracing s

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Table of Contents

1Introduction
1.1TypesofSystems
1.2CurrentStateoftheArt
1.3CommonFallacies
1.4UseofThisGuide
PART1-DETERMINATIONOFBRACINGREQUIREMENTSBY
CALCULATION
2Introductiontopart1
3Constructionphaseloadfortemporarysupports
3.1GravityLoads
3.2EnvironmentalLoads
3.2.1WindLoads
3.2.2SeismicLoads
3.3StabilityLoads
3.4ErectionOperationLoads
3.5LoadCombinations
4Resistancetoconstructionphaseloadsbythepermanent
structures
4.1Columns
4.2ColumnBases
4.2.1FractureoftheFilletWeldConnecting
theColumntotheBasePlate
4.2.2BendingFailureoftheBasePlate
4.2.3RuptureofAnchorRods
4.2.4BucklingoftheAnchorRods
4.2.5AnchorRodPullorPushThrough
4.2.6AnchorRodPullOut
4.2.7AnchorRod"PushOut"ofthe
BottomoftheFooting
4.2.8PierBendingFailure
4.2.9FootingOverTurning
4.3TieMembers
4.3.1WideFlangeBeams
4.3.2SteelJoists
4.3.3JoistGirders
4.4UseofPermanentBracing
4.5BeamtoColumnConnections
4.6Diaphragms
5Resistancetodesignloads-temporarysupports
5.1WireRopeDiagonalBracing
5.2WireRopeConnections
5.2.1ProjectingPlate
5.2.2BentAttachmentPlate
5.2.3AnchorRods
5.3DesignofDeadmen
5.3.1SurfaceDeadmen
5.3.2ShortDeadmenNearGroundSurface
PART2-DETERMINATIONOFBRACINGREQUIREMENTSUSING
PRE-SCRIPTIVEREQUIREMENTS
6Introductiontopart2
7Prescriptiverequirements
7.1PrescriptiveRequirementsforthePermanent
Construction
7.2PrescriptiveRequirementsforErection
SequenceandDiagonalBracing
References
Acknowledgements
Appendix

Abstract

Design examples and information for the design of temporary lateral support systems and components for low-rise buildings. Detailed engineering calculation for the justification of temporary bracing systems are covered in Part One. Prescriptive systems for temporary bracing as well as engineering guidance to foster structural details that are inherently erectable are given in Part Two.

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