Contents
- Preface
- General Principles and Practices
- Brief description of the structure
- Structural arrangement
- Overhead electric travelling cranes
- Gantry girders
- Fabrication of structural members
- Design philosophy and practice
- Functional aspects of the building
- Alternative structural arrangements and spacings of frames
- Structural system and type
- Buildability
- Choice of open or covered structure
- Selection of construction materials
- Choice of shop or site connection of steel structures in
- fabrication and erection
- Sequence and method of erection of steel structures
- Location, ground conditions and seismic information
- Environmental impact
- Design concept
- References
- Structural Analysis and Design
- Structural analysis
- Methods and procedures for analysis and design
- Methods of analysis
- Procedures for the analysis
- Procedures for the design of structural members
- Design data
- Loads
- Properties and specifi cation of materials
- Properties and strength of structural steel and fasteners
- Partial factors γ M of resistance in the ultimate-limit-state
- concept
- Ultimate limit state
- Serviceability limit state
- Load combinations
- Specifi cations for selecting the structural components
- Length of span
- Roof trusses
- Conventions for member axes
- Model design of beam and column using Eurocode and BS ,
- and comparison of the results
- Model design of a beam
- Model design of a column
- References
- Design of Gantry Girders (Members Subjected to Biaxial Bending)
- Design philosophy
- Detailed considerations
- Effective span of girder
- Gantry girder loading design data
- Vertical dynamic impact factor
- Transverse horizontal surge
- Longitudinal tractive force
- Moment infl uence lines
- Shear infl uence lines
- Characteristic maximum dynamic vertical moment
- Characteristic maximum dynamic vertical shear at support
- Characteristic minimum vertical shear
- Characteristic vertical design moment due to self-weight
- of gantry girder
- Characteristic vertical dead load shear
- Total ultimate vertical design moment (ULS method)
- Total ultimate vertical design shear (ULS method)
- Maximum ultimate horizontal transverse moment
- Maximum ultimate horizontal longitudinal tractive force
- Design of section
- Design strength
- Initial sizing of section
- Classifi cation of cross-sections
- Moment capacity
- Moment buckling resistance
- Shear buckling resistance
- End anchorage
- Web bearing capacity, buckling resistance and stiffener design
- Bearing capacity of web
- Intermediate transverse stiffeners
- Principles of the behaviour of intermediate stiffeners
- Design considerations
- Design of intermediate stiffeners
- Design of end bearings of gantry girder
- References
- Design of Welded and Bolted Connections
- General
- Joints in simple design
- Joints in continuous design
- Method of connection
- Welded connections
- Design of fi llet welds
- Design of bolted connections
- Design assumptions
- General requirements
- Joints loaded in shear subject to impact, vibration
- and/or load reversal
- Connections made with bolts
- Preloaded bolts (HSFG)
- Categories of bolted connections
- Positioning of holes for bolts and rivets
- Properties of slip-resistant connections using class or
- HSFG bolts and splice plates
- Design resistance of individual fasteners (HSFG bolts in
- preloaded condition)
- Design of bolts and splice plates in fl anges and web of gantry girder
- Design of bolts and splice plates in joint in column of stanchion A
- Design of bolt connection in the fl ange
- Design of bolt connection in the web
- Design of splice plates in fl anges
- Design of splice plates for web
- References
