Classification in damage classes with editable dynamic factors according to EN 1993-6, and in lifting classes and exposure categories according to DIN 4132.Number of cranes and crane axles (maximum of 20 axles per crane), center distances, position of crane buffers.You can simply select a standard crane from the library. It is possible to consider the actions of up to three simultaneously operated cranes. Unsymmetrical I-sections (type IU) also combinable with stiffeners on the upper flange as well as with rail or splice.I-shaped rolled cross-sections (I, IPE, IPEa, IPEo, IPEv, HE-B, HE-A, HE-AA, HL, HE-M, HE, HD, HP, IPB-S, IPB-SB, W, UB, UC, and other cross-sections according to AISC, ARBED, British Steel, Gost, TU, JIS, YB, GB, and others) combinable with section stiffener on the upper flange (angles or channels) as well as rail (SA, SF) or splice with user-defined dimensions.Variable arrangement of rigid and deformable support stiffeners.Optional specification of warping restraint.Definition of support conditions based on various support types (hinged, hinged movable, rigid, and user-defined, as well as lateral on upper or bottom flange).Geometry, material, cross-section, action, and imperfection data are entered in clearly arranged input windows: Geometry
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