EN сталь / TKP EN 1993-3-1-2009
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EN 1993-3-1:2006 (Е)
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EN 1993-3-1:2006 (Е)
E.4 Analysis after a guy rupture
(1)In addition to the procedures set out in E.2 or E.3 above, immediately after the rupture of a guy the mast should be able to withstand wind loads for a short period until temporary guying can be arranged.
(2)If no other requirements are given, the mast without the ruptured guy should be able to withstand a reduced wind load, acting as a static load, and without patch wind loading. The reduced wind loading should be taken as 50% of the characteristic mean wind loading, acting in the most adverse wind direction.
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