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Equations are derived for load bearing capacity of I-beam and single-sided square cross-section frame construction under combined axial pressure and bending load, applying concept of collapse mechanism; results compared with those obtained by other more exact methods.
Equations are derived for load bearing capacity of I-beam and single-sided square cross-section frame construction under combined axial pressure and bending load, applying concept of collapse mechanism; results compared with those obtained by other more exact methods.
Load bearing capacity of stiff steel frame structures
Ueber die Traglast biegesteifer Stahlstabwerke
Vogel, U. (author)
Stahlbau ; 32
1963
7 pages
Article (Journal)
German
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