Crane Runway Design Software

Geometry, material, cross-section, action and imperfection data is entered in clearly arranged input windows: Geometry • Quick and comfortable data input • 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). • Optional selection of warping restraint • Variable arrangement of rigid and deformable support stiffeners • Possibility to insert releases CRANEWAY Cross-Sections • 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. • Unsymmetrical I-sections (type IU) also combinable with stiffeners on the upper flange as well as with rail or splice.

Actions It is possible to consider actions of up to three simultaneously operated cranes. During the calculation, crane loads are generated in predefined distances as load cases of crane runway. The load increment for cranes moving across the crane runway can be set individually. The program analyzes all combinations of the respective limit states (ULS, fatigue, deformation, and support forces) for each crane position. In addition, there are comprehensive setting options for specification of the FE calculation such as length of finite elements or break-off criteria. The internal forces of a crane runway girder are calculated on an imperfect structural model according to the second-order analysis for torsional buckling. All results are arranged in result windows sorted by different topics.

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Crane Runway Beam Design: Have a free trial of new module, AISC Steel Connection Design, Start Program and User Manual Select the design code to start the crane runway beam design.

The design values are illustrated in the corresponding cross-section graphic. Design details cover all intermediate values. General Stress Analysis CRANEWAY performs the general stress analysis of a crane girder by calculating the existing stresses and comparing them with the limit normal, shear and equivalent stresses. Welds are also subjected to the general stress analysis with regard to parallel and vertical shear stresses and their superposition. Fatigue Design Fatigue design is performed for up to three cranes operating at the same time, based on the nominal stress concept according to EN 1993-1-9.

In the case of the fatigue design according to DIN 4132, a stress curve of crane passages is recorded for each stress point and evaluated according to the Rainflow method. Buckling Analysis Buckling analysis considers the local introduction of wheel loads according to the standard EN 1993-6 or DIN 18800-3. Deformation Analysis Deformation analysis is performed separately for the vertical and horizontal direction by comparing the designed displacements with the allowable values.

You can individually specify the allowable deformation ratios in the calculation parameters. Lateral-Torsional Buckling Analysis The torsional-flexural buckling analysis is performed in accordance with the second-order analysis for torsional buckling considering imperfections. The general stress analysis has to be fulfilled with the critical load factor smaller than 1.00. As a result, CRANEWAY displays the corresponding critical load factor for all load combinations of the stress analysis.

Support Forces The program determines all support forces on the basis of the characteristic loads including dynamic factors.

CRANEGIRD is a computer software tailored for the design of crane runway girders and similar continuous girders with travelling and fixed loads. The software has been in use since 1976 for the design of several hundred crane girders and is regularly upgraded to include new features. CRANEGIRD performs a structural calculation considering 'static' strength, local buckling of sectional elements, fatigue strength applying the stress-range concept, and deflections. The cross section may vary along the girder, and be composed of rolled standard shapes, or of welded monosymmetrical I shapes. The girder cross section may be reinforced locally or along the complete girder by angles or plates welded to the edges of the top flange, and/or with cover plates on the bottom flange.

CRANEGIRD produces the following documents: • A complete and self-explanatory report showing the results of the structural analysis • A steel specification list • An inspection program • Two or more structural drawings in A4 format The output from CRANEGIRD may be obtained in English or Swedish. The CRANEGIRD software is presented in a User's Manual in English (Swedish version also available), which includes two fully worked out design examples.

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