STEEL BUILDINGS IN EUROPE by Arcelor Mittal, Peiner Träger and Corus part 2
Size: 0.72 MB | Format: PDF | Year: 2010 | pages: 119
This design guide gives the design procedure for simple joints in multi-storey buildings according to the Eurocodes.
The guide covers different types of joints:
Beam-to-beam and beam-to-column joints
Partial depth flexible end plate
Fin plate
Double angle web cleats
Column splices
Column bases
Each design procedure is illustrated by a worked example, using the recommended values given in the Eurocodes.
The guide covers different types of joints:
Beam-to-beam and beam-to-column joints
Partial depth flexible end plate
Fin plate
Double angle web cleats
Column splices
Column bases
Each design procedure is illustrated by a worked example, using the recommended values given in the Eurocodes.
Code:
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Size: 1.7 MB | Format: PDF | Year: 2010 | pages: 131
This publication provides guidance on the design of trusses for single-storey buildings. The use of the truss form of construction allows buildings of all sizes and shapes to be constructed. The document explains that both 2D and 3D truss forms can be used. The 2D form of truss is essentially a beam and is used to supporting a building roof, spanning up to 120 metres for large industrial buildings. The 3D form of truss can be used to cover large areas without intermediate supports; this form is often used for large exhibition halls. The detailed guidance in this document relates mainly to 2D truss structures composed of rolled profiles but the principles are generally applicable to all forms of truss structure.
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Size: 0.3 MB | Format: PDF | Year: 2010 | pages: 41
This guide covers the structural arrangements and the calculations for built-up columns fabricated from hot rolled sections. The calculations refer to the European Standard EN 1993-1-1, with complementary information where necessary. The design procedures of EN 1993-1-1 are presented to verify a built-up column with lacing or battening using simplified equations and formulas.
A worked example is given in Appendix A.
A worked example is given in Appendix A.
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Size: 0.41 MB | Format: PDF | Year: 2010 | pages: 37
This document describes the member resistance calculator, created in Excel, for members in axial compression, in bending, in combined axial compression and bending and in tension, used in steel buildings. It explains the scope of the workbook and lists the National Annexes and languages that are supported in the workbook. A description is given of each of the worksheets and the input information on each sheet. A screenshot of typical output is presented.
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Size: 0.43 MB | Format: PDF | Year: 2010 | pages: 47
This publication provides guidance on selection of the building envelope for singlestorey buildings. The building envelope is generally formed of secondary steelwork (often cold-rolled steel members) and some form of cladding. In addition to providing a weathertight barrier, the envelope may also have to meet thermal, acoustic and fire performance requirements. In some arrangements, the building envelope may have an important structural role in restraining the primary steel frames.
The document describes the common forms of cladding for single storey buildings, and offers advice on how an appropriate system is specified. The document also describes the systems of secondary steelwork that support the cladding.
The document describes the common forms of cladding for single storey buildings, and offers advice on how an appropriate system is specified. The document also describes the systems of secondary steelwork that support the cladding.
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