SCI P363 Steel building design - design data - blue book (amended may 2011)

SCI P363 Steel building design - design data - blue book (amended may 2011) - Printable Version

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SCI P363 Steel building design - design data - blue book (amended may 2011) - andersen3 - 01-29-2013

This publication presents design data derived in accordance with the following Parts of Eurocode 3
and their National Annexes:
 BS EN 1993-1-1:2005: Design of steel structures. Part 1-1: General rules and rules for
buildings.
 BS EN 1993-1-5:2006: Design of steel structures. Part 1-5: Plated structural elements.
 BS EN 1993-1-8:2005: Design of steel structures. Part 1-8: Design of joints.
Where these Parts do not give all the necessary expressions for the evaluation of data, reference is
made to other published sources.
The resistances in this publication have been calculated using the partial factors for resistance
given in the UK National Annexes for the Eurocodes (NA to BS EN 1993-1-1:2005 as published in
December 2008, NA to BS EN 1993-1-5:2006 aspublished in May 2008 and NA to BS EN 1993-1-8:2005 as published in November 2008). The partial factors are listed in Section 5.1. The other
parameters given in the National Annex that have been used when calculating member resistances
are given in the relevant section of this publication.
The following structural sections are covered in this publication:
 Universal beams, universal columns, joists, bearing piles, parallel flange channels and
structural tees cut from universal beams and universal columns to BS 4-1
 Universal beams and universal columns produced by Tata Steel* but not included in BS 4-1
 Asymmetric Slimflor® beams (ASB) produced by Tata Steel*
 Equal and unequal angles to BS EN 10056-1
 Hot-finished structural hollow sections to BS EN 10210-2
 Cold-formed structural hollow sections to BS EN 10219-2
Section ranges listed cover sections that are readily available at the time of printing.

Reprint - May 2011
Several corrections have been made, including clarification in the explanatory notes. Ratios used
for the classification of tees and cold formed sections have been corrected. The only changes to
tabulated member resistances are the shear resistances of parallel flange channels. A few minor
formatting errors have been corrected in the design tables.

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RE: SCI P363 Steel building design - design data - blue book (amended may 2011) - andersen3 - 01-29-2013

try this:

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pass:

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RE: SCI P363 Steel building design - Blue book (Updated March 2013) - Mohammad6299 - 01-17-2014

SCI P363 Steel building design - Blue book (Updated March 2013)

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SCI P363 - vinnunsam - 02-23-2014

SCI P363 Steel Building Design Design Data

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