You can also directly influence this process. The combinations of actions are generated automatically. S9+ determines and puts out the bumper forces.
In addition, wind and earthquake loads can be taken into account. The S9+ application is distinguished by an easy and simple definition of standard cases on the one hand and a maximum of flexibility in special cases on the other hand. By defining other variable loads, for instance, you can work around a limitation to particular crane systems. Self-weight Vertical wheel loads Horizontal lateral loads In special cases, you can edit these actions. The following actions on the crane runway are automatically derived from the specified crane parameters: S9+ allows the calculation of lateral horizontal loads as per EN 1991-3.Īutomatic generation of loads for special cases: One of the lifting classes H1 to H4 and one of the duty groups S0 to S9 as per EN 1991-3 to them. You can define one or two cranes that are operated independently of each other and optionally assign Without reinforcing top flange angles on both sides.Ĭrane rail: A-type, F-type or block rail (w/h) with structural effect, if applicable Elastic base of top-mounted crane rails Bumpers can optionally be fitted outside of the crane runway. Constant cross section: rolled-shaped sections: I, IPE, HE-A, -B, -M, user-defined I-sections with or
Any type of support can be defined with consideration of horizontal stiffening bracings. The total length of the girder must be specified.
Frilo statik verification#
Verification of the stability against lateral torsional buckling in a second-order analysis Stress analyses for the cross section and the weld seams Analysis of the local wheel load transfer at the top or bottom flange Verifications in the fatigue limit state for the cross section and the weld seams Verifications in the fatigue limit state for the local wheel load transfer on the upper and lower flange Verification of the stability against buckling in accordance with the method of effective cross sections Serviceability verificationsĪfter having selected the crane system, you must define discrete supporting conditions, pinned joints and buckling stiffeners along the craneway girder. Top-mounted cranes (overhead travelling cranes - CFF, IFF, CFM, IFM system) underslung cranes (below the runway beams) monorail hoist blocksĭIN EN 1993 NORM EN 1993 BS EN 1993 EN 1993 The S9+ application is suitable for the calculation of crane runways in accordance with EN and EN 1993-6.
Frilo statik software#
Software for structural calculation and design Load 10 Cranes 10 Load cases 11 Crane crossings 12ĭesign 13 Output 14 Reference literature 15įurther information and descriptions are available in the relevant documentations:īasic Operating Instructions-PLUS General instructions for the manipulation of the user interfaceįDC Menu items General description of the typical menu items of Frilo software applicationsįDC Output and printing Output and printingįDC - Import and export Interfaces to other applications (ASCII, RTF, DXF )įCC - the easy-to-use administration module for projects and itemsįDD - document management based on PDFį Installation, configuration, network, database Stiffeners 8 Supports 8 Hinges 8 Impact buffers 9 Frilo Application: S9+ Crane Runway GirderĬontents Application options 4 Basis of calculation 5 Basic parameters 6 Structural system 7
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