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EC - PRAXIS 3J
To download the demo version of EC Praxis 3J, click here To download the EC PRAXIS 3J brochure, click here.
Software Features:In the newly released v3.0 (fully compatible with MS Windows 2000/XP/Vista) EC PRAXIS 3J is ideal for the design of:
You can buy the EC PRAXIS 3J full pack that includes all the steel connections or you can buy individualy the steel connections you are interested in, creating your own package.
In detailBase plate connection
 This connection refers to a column-to-footing connection. The profile of the column can be either I or hollow. The connection is designed against biaxial bending (not superposition of uniaxial bending around the two column axis). The user can define the layout, number and steel grade of the anchors, the geometry of the base plate and the use of stiffeners to increase the bearing capacity of the steel connection. All the components of the connection are checked according to EC3, while the program also plots the failure surface about the major and minor axis of the column. All types of anchors are supported (straight, with a hook, with a nut, with square or rectangular anchorage plate) and they are designed according to ETAG 001.
Beam to column connection with double angle cleat
 This connection refers to a beam-to-column shear connection through the use of two equal or unequal angle cleats, hot rolled or welded. The program performs all the relevant checks according to EC3 (bolts shear capacity, bolts bearing capacity, block shear capacity, bending and shear capacity of the angle cleats etc.). The beam can be connected either to the web or the flange of the column.
Beam to column connection with end plate
 This type of connection can transfer bending moment from the beam to the column through the end plate. The user can design the connection with a beam either on one or both sides of the column and add beam and/or column stiffeners as well as haunches, to increase the bearing capacity of the connection. All the components of the connection are checked according to Part 1-8 of Eurocode 3. The checks refer not only to the capacity of the connection elements but to the developed deformation of the connection (rotational capacity) as well.
Beam to column connection with fin plate
Beam to beam connection with double angle cleat
 This connection refers to a secondary beam (supported beam) connected to the web of a main beam (supporting beam). The proflie of both beams must be I. Both equal and unequal double angle cleats can be used for the connection, either hot rolled or welded. The user can also define whether or not there will be a cut on the top or bottom flange of the secondary beam. The performed checks include: bending and shear capacity of the angle cleats, bolts shear and bearing capacity, block shear capacity for both beams. Moreover, the program checks if the connection meets the ductility criteria of Eurocode 3.
Beam splices with endplates connection
Flange and web plates beam splice connection
 The connection refers to the splice of I beams through the use of steel plates. The steel plates are attached to the web and flanges of the beams either with bolts or with a combination of welds and bolts. Besides the capacity of the connection elements, the program checks if the connection meets the ductility criteria of Eurocode 3, to ensure that brittle failure modes are avoided.
Bracing connection (including hollow profiles)
 This connection type refers to Λ or X shaped bracings, covering a wide variety of connection geometry. In case of X-shaped bracings the program offers the user the possibility to design the splice at the middle node. It is noted that the splice can be either bolted or welded and apart from the usual checks the user can perform ductility design of the bracing, assuming that the member in tension is ductile.
Hollow profile members connectionAll cases of joints between hollow profile members are covered in this section of EC PRAXIS 3J. The calculation proccess fully complies with Eurocode 3, Part 1-8 provisions. EC PRAXIS full pack: save 500 €
Buy now the full pack of EC PRAXIS 3J including all steel connections and save 500 €.
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Αναβαθμίσεις
EC PRAXIS 3J is an entirely new software application, for the analysis and design of steel connections according to EC3. It is a powerful tool which can function either as a stand-alone application or in combination with ETABS or SAP2000 (EC PRAXIS 3J for ETABS or for SAP2000).
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Petronas Towers, Kuala Lampur, Malaysia.
Περιοχή: Κουάλα Λουμπούρ, Μαλαισία Πρόγραμμα που χρησιμοποιήθηκε: SAP2000, ETABS Κατασκευάστρια εταιρεία: Thornton-Tomasetti Engineers Έτος κατασκευής: 2004 Taipei 101, Taipei, Taiwan
Περιοχή: Ταϊπέι, Ταϊβάν Πρόγραμμα που χρησιμοποιήθηκε: SAP2000 Κατασκευάστρια εταιρεία: Evergreen Engineering Consultants Έτος κατασκευής: 2004 Torre Mayor, Mexico
Περιοχή: Μεξικό Πρόγραμμα που χρησιμοποιήθηκε: ETABS Κατασκευάστρια εταιρεία: Enrique Martinez Romero Consulting Engineers and Cantor Seinuk Έτος κατασκευής: 2003 Beijing National Stadium, Beijing China
Περιοχή: Πεκίνο, Κίνα Πρόγραμμα που χρησιμοποιήθηκε: SAP2000 Κατασκευάστρια εταιρεία: Ove Arup & Partners Έτος κατασκευής: 2007 Burj Dubai, Dubai, Arab Emirates
Περιοχή: Ντουμπάι, Ην. Αραβ. Εμιράτα Πρόγραμμα που χρησιμοποιήθηκε: ETABS Κατασκευάστρια εταιρεία: Owings & Merrill Έτος κατασκευής: 2008 (πρόβλεψη) Κρατικός Αερολιμένας "ΜΑΚΕΔΟΝΙΑ"
Πύργος ΟΤΕ
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Όνομα έργου: Beijing National Stadium
Όνομα έργου: Κρατικός Αερολιμένας ¨ΜΑΚΕΔΟΝΙΑ¨
Όνομα έργου: Πύργος ΟΤΕ
