By Institution of Structural Engineers (Great Britain)
Read or Download Manual for the Design of Steelwork Building Structures to Eurocode 3: October 2010 PDF
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Additional info for Manual for the Design of Steelwork Building Structures to Eurocode 3: October 2010
8 Connections It is important to establish the general form and type of connections assumed in the design of the members and to check that they are practicable. It is also important to consider the location of edge beams and splices, the method and sequence of erection of steelwork, access and identification of any special problems and their effects on connections such as splicing/connection of steelwork erected against existing walls. The extent of welding should also be decided, as it may have an effect on cost.
The factor cM0 covers the general case while cM1 covers the design of members where buckling takes place and cM2 covers the case where the ultimate tensile strength of the material must be considered. 1. Other c values are used for the various facets of connection design and are defined in EC3 Part 1-82. 25 (see Section 10). 2 Design strength According to the UK National Annex to EC3 Part 1-11 the strengths of materials to be used with the code are to be taken from the product standard. This is generally BS EN 1002522 for open sections and plates, BS EN 1021023 for hot finished hollow sections and BS EN 1021924 for cold formed hollow sections.
G. I-3 or, where no decorative coating is required, E-1, E-2, or I-5. This can provide a damage tolerant coating but will generally require inspection of the steelwork after galvanizing. Guidance on what might be required is in the BCSA/GA publication Galvanizing Structural Steelwork44. 3 Specifications from CIRIA 174 43 Location Primer CIRIA Spec Type Intermediate DFTa (nm) Type Finish DFTa (nm) Type DFTa (nm) External steel E-1 Epoxy zinc rich 75 Epoxy MIO 100-125 Acrylic/urethane 50 E-2 Epoxy zinc phosphate 75 Epoxy MIO 100-125 Acrylic/urethane 50 None – None – – Internal steel I-1 None I-2 Epoxy zinc phosphate 50 None – Acrylic/urethane 50 I-3 Epoxy zinc rich 50 None – None – I-4 Epoxy primer/finish 125 None – None – I-5 Epoxy zinc phosphate 75 Epoxy MIO 100-125 Acrylic/urethane 50 Note a DFT is the dry film thickness.