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SHAPE-THIN 7.xx |
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Cross-Section Properties and Design |
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| Open, closed, connected or non-connected (i.e. stiffening shear walls such as skyscraper cores) sections |
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Statical Moments
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Stress distribution for various load cases and x-locations with specification of extreme values and comparison with limit stresses:
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| Due to the CAD-like input possibilities, you can set nodes, single or polygonal elements, arcs, point elements as well as rectangular and circular hollow sections graphically. If you are familiar with RSTAB or RFEM, you will find many common techniques like selecting elements or editing them. The selected objects can be moved, rotated, modified, connected or copied to the clipboard and then inserted in a different cross-section. Elements can be graphically divided or moved to a different element. SHAPE-THIN divides the target element automatically and joins the new element by a dummy element so that the shear flow is not disrupted. |
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| Rolled sections and various parametric section types may be taken out of an extensive section library and modified at any time. Those sections include, among others, asymmetric I-, C-, L-, Z-, hollow, crane runway, tube, box and cut sections. |
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| The material data E, G, γ, f-yk as well as the limit stresses Sigma, Tau, Sigma-eqv can be taken from an expandable library. If you do not find the material you need, you just add it. |
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| So-called point elements can be added as curved, square, circular or triangular objects or removed as sectional reductions. The library sections are already defined with the appropriate fillets, which guarantees a true-to-detail modeling of the section. |
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| The internal forces N, M-u, M-v, V-u, V-z, M-T,primary, M-T,secondary and M-w are summarized on x-locations and load cases. They can be also referred to the input axes y and z. There is an option to comfortably import the member results from RSTAB or RFEM. |
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| It is possible to define sections that are built up from elements with different materials. SHAPE-THIN determines the ideal section properties, dependent on the reference material. |
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| By using the Simplex method, SHAPE-THIN analyzes the plastic capacity with consideration of the combined loading conditions. The yield hypothesis for Sigma-eqv can be set according to Tresca and von Mises. Optionally, the maximum width-to-thickness ratios according to DIN 18800 (design methods elastic-elastic, elastic-plastic, plastic-plastic) can also be checked. |
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| The analysis of the effective cross-section properties can be carried out according to EN 1993-1 or DIN 18800. For each c/t zone of the section, the limiting proportions of the parts subject to compression are determined. The section is then classified in accordance with the least favorable class of its compression parts. For Class 4 sections, the maximum width-to-thickness ratios are determined. |
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| The printout report carries the high standards of RSTAB or RFEM. Possible modifications of the section are updated automatically. There is also the option to print out a short-form printout for a condensed report on a single sheet. |
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| SHAPE-THIN sections are seamlessly integrated in the frameworks program RSTAB and the FEA program RFEM, inclusive of the add-on modules. Apart from the cross-section properties, the geometrical features of the sections are imported so that the members can be visualized attractively in the 3D renderings of RSTAB and RFEM. |
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Manual (PDF / 4.14 MB) |
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Training |