Design of Steel Structures Part 7 doc
Design of Steel Structures Part 2 doc
... compression should be designed in accordance with the recommendations given in 6.4 of BS 5950-5:1998. 6 .7 Chapter 7 Serviceability limit states a) 7. 3 Deflections The designs for deflections ... provisions in clause 4, in particular, Table 4.1 and 4.2.3 of ENV 1993-1-1:1992. b) 7. 3(3) There is no limit to the deflection of purlins, provided the provisions in 4.2.3 of ENV 1993...
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