Abstract
In connection with the revision of the Czechoslovak national standard for designing prestressed steel structures (ON 73 1405, 1989), there were proposed, and in the present paper are presented, new formulae for checking the stability and/or strength of (i) a centrally compressed strut prestressed by concentric tendon, (ii) a compressed flange of a loaded plate girder prestressed by a straight tendon, and (iii) an anchor zone of a prestressed plate girder.
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