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62 in accordance with the UK National Annex7. Behind ALEX is the fusion of Kobe Steels comprehensive technologies. Roof Truss DesignSoftware suite TRUSS4 is designed for analysis of timber truss structures connected with punched metal plate fasteners. The user must define the dimensions of the building and provide sufficient geographic data for the evaluation of peak velocity pressure. At the execution stage the secondary beam compression flange is assumed to be fully restrained by the metal deck, and the primary beam compression flange is assumed to be restrained at load application points.

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This program performs the verification according to the given standard. All downloadable or viewable content available on CESDb. ChannelsSolutionsLatestPublicationsCompanies
Environmental XPRT is part of XPRT Media All Rights Reserved.
This design software may be used to verify columns in “simple construction” – subject to axial loads and nominal moments from eccentric beam reactions assumed to be 100 mm from the face of the column. The user must select the steel grade, the beam, the loading, the imposed load category and the protection applied.

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This design software calculates the design resistance of beams (UKB), columns (UKC) and hollow sections (both hot finished Celsius and cold formed Hybox), subject to axial compression. Hovering over the plot shows the response factor. 21 JunThinwallres Open&Closed 2022
Thinwallres Open&Closed application allows to determine the resistance capacity of open and closed thin-walled sections17 JunLTBEAMCOLUM 2022
The following application allows determining the resistance capacity of compressed and deflected pieces with a double tee section, susceptible to lateral buckling. This enables rapid selection of steel members in compression, bending and tension. Generally the higher response will be in an end bay, where there is no continuity.

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The same sections today are simply UB and UC manufactured by British Steel. 8 kN/m2 is added to allow for partitions. Steel sections may be selected from the range of Beams (UKB) in grade S355. Comprehensive design data is also provided for bolts and welds, rolling tolerances are given, and there are comprehensive sets of explanatory notes for both the Eurocodes and BS 5950 data. 2011-2022 CESDb. ing.

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The characteristic wind load per bracing system is assumed to be uniform over the full height of her latest blog bracing system; it is converted to point loads at floor levels in proportion to the storey heights.
This design software calculates the critical temperature of a column (UKC) exposed to fire. The gusset plate may be supported on one edge only (sometimes used for lightly loaded roof bracing) or on two edges, which is the common case where vertical bracing intersects at a beam-to-column connection. ChannelsSolutionsLatestPublicationsCompanies
Environmental XPRT is part of XPRT Media All Rights Reserved.
Verification of the beam at elevated temperature is carried out to BS EN 1994-1-214.

The program for design of steel cross-sections and members according to EN 1993-1-1 and EN 1993-1-4 (Eurocode 3).

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The same sections today are simply UB manufactured by British Steel.
The scope of the tool includes standard UB and UC sections. EC21 in Korean |Chinese

Program pro other a posouzení spojů ocelových konstrukcí dle EN 1993-1-8 (Eurokód 3). .