Author: Peter Trebilcock and Mark Lawson
Publisher: Spon Press, First published 2004
Size: 27.95 MB
Format: SFXed pdf
Link: http://ifile.it/pe69i0w
Password: www.discuss-tect.blogspot.com
Contents:
1 Introduction
1.1 Advantages of steel construction
1.2 Opportunity for architectural expression
1.3 Holistic approach
1.4 Scale and ornament
1.5 Steel ‘kit of parts’
1.6 Tubular steelwork
1 Introduction
1.1 Advantages of steel construction
1.2 Opportunity for architectural expression
1.3 Holistic approach
1.4 Scale and ornament
1.5 Steel ‘kit of parts’
1.6 Tubular steelwork
2 Introduction to expressed structural form
2.1 Expression of bracing
2.2 Arched and curved structures
2.3 Tension structures
2.4 Fabricated members
2.5 Structure/envelope relationship
2.1 Expression of bracing
2.2 Arched and curved structures
2.3 Tension structures
2.4 Fabricated members
2.5 Structure/envelope relationship
3 Frame design
3.1 The frame as the basic unit of construction
3.2 Exposing the frame
3.3 Braced versus rigid frames
3.4 Portal-frame structures
3.5 Expressing the connections
3.6 Alternative forms of bracing
3.1 The frame as the basic unit of construction
3.2 Exposing the frame
3.3 Braced versus rigid frames
3.4 Portal-frame structures
3.5 Expressing the connections
3.6 Alternative forms of bracing
4 Types of beams, columns and trusses
4.1 Beams
4.2 Long-span beams
4.3 Curved beams
4.4 Columns
4.5 Trusses and lattice girders
5 Connections between I-sections
5.1 Introduction to connections
5.2 Benefits of standardisation
5.3 Industry-standard connections
5.4 Beam to column connections
5.5 Beam to beam connections
5.6 Column splices
5.7 Column bases
5.8 Connections in trusses
5.9 Bracing and tie-members
6 Connections between tubular sections
6.1 Preparation of members
6.2 Bolted and pinned connections
6.3 Welded flange or end-plates and bolted connections
6.4 In-line connections
6.5 Welded nodes to columns and masts
6.6 Pinned connections to tubular sections
6.7 Welded tube to tube connections
6.8 Connections in trusses and lattice construction
6.9 Beam to column connections in tubular construction
6.10 Special bolted connections to SHS and RHS
7 Tension structures
7.1 Design opportunities for tension structures
7.2 Different forms of tension attachments
7.3 Fabric supported structures
7.4 Adjustments
7.5 Tie rod or cable connections
7.6 Tension structures using tubular members
8 Space frames
8.1 Advantages and disadvantages of space grids
8.2 Common forms of space grids
8.3 Support locations
8.4 Span:depth ratios
8.5 Commercially available systems
9 Glazing interface details
9.1 Architecture
9.2 Interfaces
9.3 Tolerances
9.4 Support structures
9.5 Use of tubular members in glazing systems
10 Steelwork penetrations of the external envelope
10.1 Waterproofing
10.2 Cold bridging
11 Technical characteristics of steel
11.1 Specification for structural steels
11.2 Design standards
11.3 Manufacturing methods for hot-rolled steel sections
11.4 Stainless steel
11.5 Weathering steels
11.6 Use of cast steel
12 Corrosion protection
12.1 Internal steelwork
12.2 Protective treatment specification
12.3 Surface preparation
12.4 Type of protection to be used
12.5 Method and location of application
12.6 Protection of connections
12.7 Detailing of exposed steelwork to reduce corrosion
12.8 Contact with other materials
13 Fire protection
13.1 Forms of fire protection
13.2 Sprayed and board protection
13.3 Intumescent coatings
13.4 Partial encasement by concrete
13.5 Concrete filling of tubular sections
13.6 Water filling of tubular sections
13.7 Fire protection by enclosure
13.8 Fire engineering
13.9 External steelwork
14 Site installation
14.1 Bolting
14.2 Welding
14.3 Welding tubular sections
14.4 Tolerances
14.5 Deflections
15 Other design considerations
15.1 Pre-contract involvement of the fabricator
15.2 Drawing examination and approval
15.3 Key decisions/checklists
15.4 Fabricator’s responsibilities during erection
15.5 Mock-ups and prototypes
15.6 Transportation of steelwork
16 References and sources of information
4.1 Beams
4.2 Long-span beams
4.3 Curved beams
4.4 Columns
4.5 Trusses and lattice girders
5 Connections between I-sections
5.1 Introduction to connections
5.2 Benefits of standardisation
5.3 Industry-standard connections
5.4 Beam to column connections
5.5 Beam to beam connections
5.6 Column splices
5.7 Column bases
5.8 Connections in trusses
5.9 Bracing and tie-members
6 Connections between tubular sections
6.1 Preparation of members
6.2 Bolted and pinned connections
6.3 Welded flange or end-plates and bolted connections
6.4 In-line connections
6.5 Welded nodes to columns and masts
6.6 Pinned connections to tubular sections
6.7 Welded tube to tube connections
6.8 Connections in trusses and lattice construction
6.9 Beam to column connections in tubular construction
6.10 Special bolted connections to SHS and RHS
7 Tension structures
7.1 Design opportunities for tension structures
7.2 Different forms of tension attachments
7.3 Fabric supported structures
7.4 Adjustments
7.5 Tie rod or cable connections
7.6 Tension structures using tubular members
8 Space frames
8.1 Advantages and disadvantages of space grids
8.2 Common forms of space grids
8.3 Support locations
8.4 Span:depth ratios
8.5 Commercially available systems
9 Glazing interface details
9.1 Architecture
9.2 Interfaces
9.3 Tolerances
9.4 Support structures
9.5 Use of tubular members in glazing systems
10 Steelwork penetrations of the external envelope
10.1 Waterproofing
10.2 Cold bridging
11 Technical characteristics of steel
11.1 Specification for structural steels
11.2 Design standards
11.3 Manufacturing methods for hot-rolled steel sections
11.4 Stainless steel
11.5 Weathering steels
11.6 Use of cast steel
12 Corrosion protection
12.1 Internal steelwork
12.2 Protective treatment specification
12.3 Surface preparation
12.4 Type of protection to be used
12.5 Method and location of application
12.6 Protection of connections
12.7 Detailing of exposed steelwork to reduce corrosion
12.8 Contact with other materials
13 Fire protection
13.1 Forms of fire protection
13.2 Sprayed and board protection
13.3 Intumescent coatings
13.4 Partial encasement by concrete
13.5 Concrete filling of tubular sections
13.6 Water filling of tubular sections
13.7 Fire protection by enclosure
13.8 Fire engineering
13.9 External steelwork
14 Site installation
14.1 Bolting
14.2 Welding
14.3 Welding tubular sections
14.4 Tolerances
14.5 Deflections
15 Other design considerations
15.1 Pre-contract involvement of the fabricator
15.2 Drawing examination and approval
15.3 Key decisions/checklists
15.4 Fabricator’s responsibilities during erection
15.5 Mock-ups and prototypes
15.6 Transportation of steelwork
16 References and sources of information
Posts
1 comments:
Thank you for the interesting post. Metal Buildings are a new trend in the construction industry. Different parts of these buildings are manufactured in a factory. Steel is the raw material used to make the skeleton of the building. Advantages of steel buildings are low building cost, durability and less time consumption. Steel building prices depend on the price of steel at the given time. Horse riding field, residential and office buildings, barns, garages, aircraft hangers, warehouses and industrial buildings can be constructed out of steel.
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