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Design of Steel Structures - Module 7: Cold-formed profiles and sheeting Torsten Höglund och Jan Strömberg, 2009
Module 7 - Cold-formed profiles and sheeting, treats design of structures with cold-formed profiles and sheeting. The module also includes connections.
	Nr. P-M7e	Price: 700:-	Members: 490:-	Copies:

Design of Steel Structures - Module 6: Design of columns and beams Torsten höglund, 2009
Module 6 - Stability of columns and beams, treats stability of columns and beams with regard to flexural buckling, torsional buckling and torsional flexural buckling. Basic theories and design methods based on Eurocode 3 are presented. Buckling of frames are treated in Module 4 and buckling of cross-section parts and plates in Module 5.
	Nr. P-M6e	Price: 600:-	Members: 420:-	Copies:

Design of Steel Structures - Module 5: Cross-sectional resistance Bernt Johansson, 2009
Module 5 - Cross-sectional resistance, includes methods for determination of the load-carrying capacity of beams without influence of global instability such as buckling and lateral torsional buckling. The content covers rolled beams and small welded beams with influence from axial force, bending moment, shear force or concentrated local forces and interaction between these. For large welded beams complementing information might be needed. Torsion is only treated for box girders.
	Nr. P-M5e	Price: 400:-	Members: 280:-	Copies:

Design of Steel Structures - Module 4: Global analysis Bernt Johansson, 2009
Module 4 - Global Analysis. gives methods to determine internal forces and moments. Elastic analysis according to first order theory is assumed to be known and is not discussed in the book. Analysis according to the theory of second order effects is discussed with focus on how to treat imperfections. Plastic hinge theory is fully covered regarding methods and conditions. The module also discuss the use of FEM for non-linear analysis combined with verification of the load-carrying capacity.
	Nr. P-M4e	Price: 250:-	Members: 175:-	Copies:

Nordic Steel Construction Conference -2009 - Proceedings , 2009
Proceedings from Nordic Steel Construction Conference 2009 in Malmö, Sweden. The proceeding to the 11th Nordic Steel Construction Conference contains papers from the delegates. The papers covers research and development in the following main topics: - bridges - fire engineering - composite structures - stainless steel structures - connections - building structures - high strength steel and cold formed structures
	Nr. P181	Price: 1000:-	Members: 700:-	Copies:

Stabilisation by stressed skin diaphragm action T Höglund, 2002
This design guide comprises design and execution of roofs by trapezoidal steel sheeting, where the plate and roof girders act together as a stiff diaphragm bringing wind loads and horizontal loads to crossed windbracing in the gables. Buildings spanning from simple halls to complex irregular buildings are treated. Drawings and calculation examples are being included. Please notice that this book is based on old Swedish design rules.
	Nr. P174	Price: 500:-	Members: 350:-	Copies:

Light-gauge Steel Framing for Housing H Burstrand, 2001
Publ 170 SE&ENsum.pdf (0 kb)
	Nr. P170	Price: 500:-	Members: 350:-	Copies:

Stabilisation by stressed skin diaphragm action (Swe) T Höglund, 2000
Available in English as SBI Publication 174. See P174 for more information. Please notice that this book is based on old Swedish design rules.
P169summary.pdf (0 kb)
	Nr. P169	Price: 500:-	Members: 350:-	Copies:

Prefabriacted concrete deck elements for composite bridges P Collin, B Johansson, H Pétursson, 1998
Only available in swedish.
	Nr. P165	Price: 500:-	Members: 350:-	Copies:

Light-gauge Steel Framing for Housing H Burstrand, 1998
Only available in Swedish. Translated to English and published as SBI publication 170.
	Nr. P164	Price: 500:-	Members: 350:-	Copies:

Light gauge Steel Housing in North America L Hamrebjörk, A Ranby, 1996
Only available in swedish.
	Nr. P160	Price: 400:-	Members: 280:-	Copies:

Light gauge Steel Housing in Australia L Öhult, 1996
Only available in Swedish.
	Nr. P157	Price: 400:-	Members: 280:-	Copies:

Nordic Steel Construction Conference ´95, Proceedings B Johansson et al, 1995
	Nr. P152	Price: 800:-	Members: 560:-	Copies:

Design guide for structural hollow section columns exposed to fire L Twilt et al, 1995
Only available in swedish.
	Nr. P150	Price: 400:-	Members: 280:-	Copies:

Steel housing construction J Anderson et al, 1995
Only available in swedish.
	Nr. P149	Price: 500:-	Members: 350:-	Copies:

High strength steel design E Ahlenius et al, 1995
Only available in swedish.
P148summary.pdf (0 kb)
	Nr. P148	Price: 500:-	Members: 350:-	Copies:

Steel bridges J Anderson, S Bergkvist, J Hedin, 1994
Only available in swedish.
	Nr. P141	Price: 700:-	Members: 490:-	Copies:

Structural Steel Fire Design A Ranby, T Inha, J Myllymäki, 2000
This book of structural steel and fire design is an initiative of the Nordic steel associations, represented by the Finnish Constructional Steelwork Association (FCSA), the Norweigan Steel Association (NS), and the Swedish institute of steel construction (SBI), to develop a common guide for the fire safety design of steel structures in buildings.
Publ 134 ENsum.pdf (0 kb)
	Nr. P134	Price: 700:-	Members: 490:-	Copies:

Steel Construction SBI, 2008
Only available in swedish
	Nr. P130	Price: 990:-	Members: 693:-	Copies:

Swedish Code för Light-Gauge Metal Structures (Tunnplåtsnormen på engelska) SBI, 1982
This code contains regulations for the design, construction, inspection and maintenance of structures comprising cold-formed steel and aluminium sheets, as well as comments on the design regulations. The regulations have been drawn up with a view to the application of the method of partial coefficients, but may also be applied to design according to the method of permissible stresses.
	Nr. P076	Price: 500:-	Members: 350:-	Copies:

Swedish Regulations for Steel Structures (Stålbyggnadsnormen på engelska) SBI, 1980
Sorry, we´re out of this publication! Contents: Regulations for Steel Structures 70StBK-N1 7 Regulations for Welded Steel Structures 74 StBK-N2 97 Regulations for Bolted Connections 76 StBK-N3 149 Regulations for Corrosion Protection of Steel Structures 74 StBK-N4 191
	Nr. P072	Price: 990:-	Members: 693:-	Copies:

Fire Risk Evaluation and Cost Benefit of Fire Protective Measures in Industrial Buildings G Sedin, J Thor, 1979
The last years increased fire losses within industry accentuate the need of methods for economic optimisation of the fire protection in industrial buildings. Knowledge of the factors of significance for fire loss in industrial buildings will form the base for such optimisations and in the paper some factors of significans are recognized. The expected benefit to cost relationship on a national level as well as for individual objects of some fire protective measures are discussed. Finally some principles for evaluation of the overall fire risk in industrial buildings are discussed and the practical application of a functionally based method for such an evaluation is illustrated by some examples.
	Nr. P064	Price: 200:-	Members: 140:-	Copies:

Basic information from an Investigation of Industrial Fires G Sedin, J Thor, 1978
	Nr. P061	Price: 400:-	Members: 280:-	Copies:

Survey of Research and Development in Steel Construction in Europe 1973 L Wallin, 1973
	Nr. P041	Price: 1200:-	Members: 840:-	Copies:

Sustainability of Steel in Housing and Residential Buildings - A European Perspective SCI, 2009
This publication addresses the background to sustainability and presents the broad sustainability benefits of steel construction technologies used in housing and residential buildings. It takes a European perspective of recent projects and shows examples of current sustainability assessments of projects using steel.
	Nr. R263	Price: 50:-	Members: 35:-	Copies:

Industrial production of apartments with steel frame Jerker Lessing, 2004
A productivity and logistics study of the Open House System. The report is the result from studies of logistics, productivity, cost efficiency etc. related to residential construction with pre-fabricated 3D modules with light-gauge steel system. The studies were parts of an extensive EU project within the area of industrial production of residential buildings with steel.
R229-4_summary.pdf (2420.83 kb)
	Nr. R229:4	Price: 400:-	Members: 280:-	Copies:

The Open House 3D Modulus System Bengt Birgersson, 2004
Specification of Sustainable and Adaptable Steel Housing. The report is the result from studies of planning, system solutions, technology and cost efficiency etc. related to residential construction with pre-fabricated 3D modules with light-gauge steel system. The studies were parts of an extensive EU project within the area of industrial production of residential buildings with steel.
R229-3_summary.pdf (2024.1 kb)
	Nr. R229:3	Price: 400:-	Members: 280:-	Copies:

Sustainability of Modulus Construction Joakim Widman, 2004
Environmental Study of the OpenHouse Steel System. The report is the result from studies of environmental issues related to residential construction with pre-fabricated 3D modules with light-gauge steel system. The studies were parts of an extensive EU project within the area of industrial production of residential buildings with steel.
R229-2_summary.pdf (457.79 kb)
	Nr. R229:2	Price: 600:-	Members: 420:-	Copies:

Recommendations for design of floors with respect to human induced vibrations Helena Burstrand Knutsson Asko Talja Anders Ågren, 2003
This report has been developed in order to increase the knowledge of human induced vibratioins in light weight steel floors, in order to be able to increase the competitiveness of light steel framing for residential housing around the world. By studing existing vibration criteria for heavy and lightweight floors, a design proposal has been developed.
	Nr. R226:2	Price: 300:-	Members: 210:-	Copies:

Recommendations for design of floors with respect to human induced vibrations -Background report Helena Burstrand Knutsson Asko Talja Anders Ågren, 2003
The objective with this report is to increase the knowledge of human induced floor vibrations in light weight steel floors, in order to be able to increase the competitiveness of light steel framing for residential construction around the world. Since the interest and use of light steel components as structural elements in housing has increased and the floor structures become lighter and lighter there is a need for increased knowledge about light steel floors behaviour when loaded by human induced vibrations.
	Nr. R226:1	Price: 500:-	Members: 350:-	Copies:

Human-induced vibrations in light steel floors Junye Wang, Anders Ågren, 2003
This report presents current knowledge of the criteria for acceptance of vibrations in lightweight floors, and summarises the results of a test program performed during the five construction phases of a floor. The objective was to determine the vibration properties of as many aspects of the floor as possible using a limited number of measurements. Four test methods were therefore used: 1. Hammer impact measurements to find the resonance frequencies of the floor and their damping values. 2. Walking-induced vibration to evaluate acceleration in realistic situations. 3. Heel-drop induced vibrations to evaluate “worst case” vibrations. 4. Subjective evaluations to evaluate individual’s perceptions of walking-induced vibration in the floor.
Sammanfattning rapport 2202.pdf (987.09 kb)
	Nr. R220:2	Price: 400:-	Members: 280:-	Copies:

Environment and Steel Construction in the USA J Widman, E Sterner, 1998
Only available in swedish.
R215,1_summary.pdf (0 kb)
	Nr. R215:1	Price: 250:-	Members: 175:-	Copies:

Life-cycle Assessment of Steel Construction Joakim Widman, Lars-Johan Eklund, 2004
Life-cycle Assessment for Steel Construction presents an extensive and reviewed LCI study made on a several constructional steel products used in Sweden. The report is a part of the results from a European ECSC project, including information and data for constructional steel products produced by partners from Sweden, the UK and the Netherlands. The report has been separated into two parts, one documentation and information part (data collection report, part I), and one data presentation part (appendices, part II).
R213,1-1_EN introduction.pdf (0 kb)
	Nr. R213:1	Price: 1200:-	Members: 840:-	Copies:

Resistance of bridge girder webs subjected to concentrated forces O Lagerqvist, 1998
	Nr. R210:8	Price: 100:-	Members: 70:-	Copies:

Structural Fire Design of Thin Walled steel Sections A Ranby, 1998
	Nr. R210:5	Price: 100:-	Members: 70:-	Copies:

Environmental impact assessment of steel bridges Joakim Widman, 1998
Paper presented at the 2nd World Steel in Construction conference 1998. The Swedish Institute of Steel Construction has made LCA´s on steel and concrete composite road bridges in order to detect important environmental impact parameters and to find areas where improvements are necessary. Two of the most common bridge types were studied. Combustion engines in vehicles contribute to a big share of the airbonre emissions. In spite of the small amounts, alloys as Molybdenum contributes to most enviromental burden from the materials according to one assessment method. This put steel in a less favourable position when comparing LCA results with other materials. The concrete in steel bridges contributes to almost 50% out of the environmental impact and the fact that steel bridges need less material than concrete bridges, shows that steel bridges are good environmental choises. Three assessment methods have been used to get multi-comparable and objective assessment results.
	Nr. R210:4	Price: 100:-	Members: 70:-	Copies:

Light-gauge Steel Framing Leads the way to an Increased Productivity for Residential Housing H Burstrand Knutsson, 1998
Paper presented at the 2nd World Steel in Construction conference 1998. During the last five years, the building market has been very low in Sweden. At the same time the rather extensive governmental subsides were phased out. We are building less than 10 000 dwellings a year compared to 70 000 units in 1990. The reason for the building industry´s stagnation is mainly the result of adhering the old traditions. These old traditions are impeding development by the notion that the construction activities are a local concern with limited competition. The building process have been more a trade than an industry. By using new information technology (IT) with model based 3D CAD combined with a material with small tolerances, the efficiency can rise. Light-gauge Steel Framing (LGSF) has shown the potential to build dwellings to lower costs with quality assurance from planning to use. By using a high lever of prefabrication the construction time can be significantly shorter and most important, the building costs can be strongly reduced.
	Nr. R210:3	Price: 100:-	Members: 70:-	Copies:

Development of an environmental research strategy in Sweden J Anderson, 1998
Paper presented at the 2nd World Steel in Construction conference 1998. The development of an environmental research strategy in Sweden is driven by the individual consumers, environmental authorities, organisations and the market. All building material producers and contractors in Sweden have voluntarily agreed to produce environmental fact sheets for their products. One of the most important parts of the content is LCA (Life Cycle Assessment). In 1995 the Swedish Institute of Steel Construction decided to start a programme for environmental research. The strategy included six steps; analyse of the situation, building up personnel resources, creating networks, executing research and building up facts, influencing codes and finally dissemination of information.
	Nr. R210:2	Price: 100:-	Members: 70:-	Copies:

Prediction of noise from railway bridges J Anderson, 1998
Paper presented at the 2nd World Steel in Construction conference 1998. The question about noise from railway bridges, has up till now often been a task for expensive actions after the bridge has been built. The Swedish Institute of Steel Construction has developed a prediction model for airborne sound in any point beside a bridge, and structureborne sound at any position on the bridge. The model utilises a computer programme based on SEA (Statistic Energy Analysis). Possible bridges include steel, concrete and composite railway bridges, with or without ballast or sleepers. The model will be used to analyse and improve existing noisy bridges, to improve the bridge design, and to design "silent bridges". One of the results is that in positions beside and under the studied bridges with closed decks, the contribution from the structureborne sound is small compared with the airborne sound.
	Nr. R210:1	Price: 100:-	Members: 70:-	Copies:

Accounting for the High Recyclability of Steel in LCI and LCA Studies J Anderson, M Borg, 1998
Paper presented at the Sustainable Steel conference in Orlando 1998.
	Nr. R209:6	Price: 100:-	Members: 70:-	Copies:

Innovative Acoustic Studs for Interior and Exterior Walls Hans Larsson, 1998
Paper presented at the Sustainable Steel conference in Orlando 1998. This paper describes the development of studs for walls as a part of a light gauge steel building system from Lindab. Ecological, social, ergonomic, industrial and financial principles have been considered. Steel studs and gypsum board in composite action are shown to meet increased demands on sound insulation in housing.
	Nr. R209:4	Price: 100:-	Members: 70:-	Copies:

Sound and Vibration Properties of Light-weight Floor Structures H Burstrand, 1998
Paper presented at the Sustainable Steel conference in Orlando 1998. In Sweden there are high requirements of sound insulation for apartment separating walls and floors. The highest requirements are optional, and the market more and more often requires this higher level of sound environment. The Swedish Institute of Steel Construction is doing a research development of a new building system together with the Swedish building industry with light-gauge steel as a basic platform. It is a challenge to develop apartment separating structures to fulfil even the higher optional requirements. When we have a structure with high sound quality, we know that we can use it in types of buildings even those which require high sound quality.
Rapp 209,2 Hela rapporten.pdf (0 kb)
	Nr. R209:2	Price: 100:-	Members: 70:-	Copies:

Heat transmission through walls with slotted steel U-girders T Blomberg, 1998
An insulated wall can be supported internally by thin steel girders. There will be an extra heat loss caused by the metal U-girders perpendicular to the heat flow direction reduces this heat loss. Calculation of the heat transmittance is a difficult numerical problem due to the high ratio of the thermal conductivity between the insulation and the steel. The study presents results of calculations in three dimensions. The proper choice of the numerical mesh is discussed. Simplified equations for the U-value are derived and implemented in a PC-program. The heat transmittance is quickly calculated for different parameters: thermal conductivity of insulation and steel, steel thickness, distance between girders, and additional insulated layers (with or without cross-laid steel grinders).
	Nr. R209:1	Price: 100:-	Members: 70:-	Copies:

Steel Construction Research in Sweden 1997 SBI, 1997
In order to increase the co-operation between the Swedish steel construction researchers, The Swedish Institute of Steel Construction (SBI)run a programme together with the technical universities: - A workshop for all researchers once a year to present and give input on their research activities, together with representatives from the steel construction industry. - Organise research courses for all steel construction research students. - Collect and distribute a short information about important research projects. The two first items have resulted in a meeting in Berlin, 1997, with a final presentation on a course in Steel Bridges, held by Professor Torsten Höglund and Dr Peter Collin. This publication is the result of the last item.
	Nr. R193:1	Price: 400:-	Members: 280:-	Copies:

Vibrations in Light Weight Steel Floors M Samuelsson, J Sandberg, 1998
	Nr. R190:4	Price: 300:-	Members: 210:-	Copies:

A Study of Human-induced Vibrations in Light Weight Floor Structures H Burstrand, 1997
This report is a part of the project called Light-gauge Steel Framing for Housing. The report describes measurements of three different floor structures with respect to their resistance to human-induced vibrations. A description of the new test method and the evaluation method are included. Finally, the report comprises discussion of the test results and gives proposals of how to further develop the floor structures.
R190,2_summary.pdf (0 kb)
	Nr. R190:2	Price: 300:-	Members: 210:-	Copies:

Structural Fire Design of Thin Walled Steel Sections A Ranby, 1999
The aim of this thesis is to study the structural fire behaviour of thin walled steel sections; to find the actual steel temperature; how it varies across the steel sections and the phenomena of local buckling at elevated steel temperatures. The flexural buckling and torsional-flexural buckling load bearing resistances have also been studied. By using this information a method to design thin walled steel columns at elevated temperature has been developed.
R188,5_summary.pdf (0 kb)
	Nr. R188:5	Price: 300:-	Members: 210:-	Copies:

Development of a Quantitative Methodology for Assessing Environmental Impact of Recyclable and Reusable Products J Anderson, M Borg, 1997
R187,4_summary.pdf (0 kb)
	Nr. R187:4	Price: 300:-	Members: 210:-	Copies:

LCA of Building Frame Structures, (Summary of Report 1996:8 from CTH) J Anderson, 1996
This report is a summary of Report 1996:8 from Technial Environmental Planning at Chalmers University of Technology.
	Nr. R187:3	Price: 300:-	Members: 210:-	Copies:

Steel Bridges and Steel Construction in Hong Kong and China J Anderson, P Collin, 1996
Only available in swedish.
	Nr. R186:1	Price: 200:-	Members: 140:-	Copies:

LCA of steel and concrete composite bridges J Widman, 1998
LCA report in Swedish on the two most common steel road bridge types in Sweden. Ordered by the Swedish National Road Administration (Vägverket).
R183,1_sammanfattning.pdf (0 kb)
	Nr. R183:1	Price: 400:-	Members: 280:-	Copies:

Steel and the Environment - Facts about Steel Framing for Housing J Widman, 1997
Brochure
	Nr. R182:7	Price: 0:-	Members: 0:-	Copies:

Recyclability of Light-gauge Steel Studs J Anderson et al, 1997
The report Recyclability of Light-gauge Steel Studs is a survey of the life cycle for a light-gauge steel stud at the Swedish Construction Market. It is based on correspondence and telephone interviews with representatives from the industry and universities. It includes experts on steel production, cold forming of steel, construction and so on, all the way to the demolition and recycling business. With the resulting recycling yield, it is possible to take recyclability into account in studies of the enviromental impact, like LCA (Life Cycle Assesssment) and LCI (Life Cycle Inventory). Although the survey is done for a light-gauge steel stud in Sweden, the same approach and probably most of the assumptions, can be used for any constructional product, in any markets.
R182,10summary.pdf (0 kb)
	Nr. R182:10	Price: 200:-	Members: 140:-	Copies:

Super Steels in Structural Applications - a prestudy P Collin et al, 1996
This report is the result of a prestudy concerning high strenght steel in structural applications. The purpose of the prestudy was to investigate the state of the art and the research needed in the following areas: - Hybrid girders, i e beams with flanges substantially stronger than the web. - The relevance of the design rules used today for e g stability matters, when applied on high strength steel. - Low cycle fatigue in high strength steel, i e fatigue induced by e g earthquake loading.
	Nr. R176:2	Price: 200:-	Members: 140:-	Copies:

Advanced Structures in Extra High Strength Steel SBI, 1994
	Nr. R176:1	Price: 700:-	Members: 490:-	Copies:

Attenuation of Airborne Sound in Railway Bridges J Anderson, 1997
	Nr. R167:7	Price: 350:-	Members: 245:-	Copies:

Measurements of Attenuation of Structureborne Sound in Railway bridges J Anderson, 1997
	Nr. R167:6	Price: 350:-	Members: 245:-	Copies:

Structureborne Sound in Rails for Railway Bridges J Anderson, 1997
	Nr. R167:5	Price: 350:-	Members: 245:-	Copies:

Measurements of Airborne Sound near Railway Bridges J Anderson, 1997
	Nr. R167:4	Price: 350:-	Members: 245:-	Copies:

Measurements of Structureborne Sound for Railway Bridges J Anderson, 1997
	Nr. R167:3	Price: 350:-	Members: 245:-	Copies:

Light Gauge Structural Elements for Composite Flooring, II (Shear and Moment Capacity) J Ramsden, 1985
	Nr. R103:7	Price: 200:-	Members: 140:-	Copies:

Light Gauge Structural Elements for Composite Flooring, I (Preliminary investigation) J Ramsden, 1984
	Nr. R103:6	Price: 200:-	Members: 140:-	Copies:

Strength of Connections in Bending Compared to Ultimate Behaviour Rather Than Elasto-Plastic Theory A Granström, 1988
	Nr. R086:7	Price: 200:-	Members: 140:-	Copies:

Bolted End-Plate Connections II A Granström, 1984
	Nr. R086:5	Price: 200:-	Members: 140:-	Copies:

Bolted End-plate Connections- EHS Steel and Beam to Column Application A Granström, 1980
	Nr. R086:3	Price: 200:-	Members: 140:-	Copies:

Design According to Load Carrying Capacity A Granström, 1979
	Nr. R086:2	Price: 200:-	Members: 140:-	Copies:

Research and Development with Application to Fire Protection of Steel Structures J Thor, 1978
	Nr. R083:1	Price: 200:-	Members: 140:-	Copies:

Behaviour of Steel Structures Exposed to Fire J Thor, 1972
	Nr. R053:1	Price: 200:-	Members: 140:-	Copies:

The Fatigue Behaviour of Crane Girders A Granström, 1978
	Nr. R015:20	Price: 200:-	Members: 140:-	Copies:

The Relevance of Test Methods for Lamellar Tearing A Granström, 1978
	Nr. R015:19	Price: 200:-	Members: 140:-	Copies:

The Strength of Large Structural Elements as Influenced by Lamellar Tearing A Granström, 1978
	Nr. R015:16	Price: 200:-	Members: 140:-	Copies:

The Strength of Bolted End-Plate Connections. Ultimate Design Method & Lamellar Tearing Consideration A Granström, 1979
	Nr. R015:13	Price: 200:-	Members: 140:-	Copies:

Allocation of environmental loads Joakim Widman, Mathias Borg, 1998
The report presents the Swedish view from SBI and KTH on allocation in LCA for recyclable materials. Today almost no credit is given to recyclable materials.
SBI-KTH 1998-2 Allocation.pdf (0 kb)
	Nr. E1998:2	Price: 0:-	Members: 0:-	Copies:

ECCS Steel Construction Lexicon SBI m fl, 2003
SPECIAL PRICE (normal price: 650 SEK) The CD ROM lexicon includes 4000 technical terms used in Steel Construction, translatyed into 9 different languages: Swedish, English, German, Spanish, Italian, Dutch, Portuguese and Finnish. An excellent tool that all in this business with international contacts must have.
User Guide ver 1.1_Swe.pdf (0 kb)
	Nr. CD2002:1	Price: 100:-	Members: 70:-	Copies:

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