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Preface to the Czech edition
List of symbols
11 other sections not shown
according alternating plasticity assumed assumption axial force behaviour calculation coefficient collapse mechanism compressed conditions of equilibrium considered continuous beam critical curve Czechoslovak dead load deflection design strength determined distribution effect elastic limit elastoplastic equations example expressed flange plate formula girder hence I-section increase internal forces joint kinematic lateral buckling material mechanism of collapse method Mrazik neutral axis normal force normal stresses obtained plane plastic analysis plastic bending plastic deformations Plastic Design plastic hinge mechanism plastic limit bending plastic limit load plastic load-bearing capacity plastic resistance plastic section modulus point loads portal frame prestressing problem pure torsion quantities rectangular cross-section relationship reliability factor repeated loading residual bending moments residual stresses rotation shake-down shear force shear stresses shown in Fig simple beam slenderness ratio solution span stanchion statically indeterminate steel structures stiffener strain strain-hardening Table theorem values virtual warping torsion yield strength