VSH Turòa nad Bodvou - Nemetschek Scia

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The mission of the structural engineering department was to design the structure of a single level office building, placed on top of the existing office building. The structure had to be economic and functional. The erection of the building had to be quick, with a minimum of inconveniences for the employees working in the existing office. The architect did not accept any diagonal truss members in the facades. After studying several options, the team chose for a steel frame structure, with two longitudinal main frames, and four transverse frames. The beams of the transverse frames, whose eight columns are carrying the whole building, support the steel beams of the longitudinal frames. The first floor and the roof are designed as mixed steel plate – concrete floors on transverse steel beams, in order to reduce the weight of the structure, but keeping enough mass to ensure a good thermal response of the building. The new building has a length of 56.70 m, and a width of 13.50 m. The span (16.00 m) and the overhang (4.00 m) of the longitudinal beams were considerable. Horizontal stability in both directions had to be ensured by the framework. The total height of the structure had to be minimized, as well as the cost of the steel structure. Esthetical demands and the material used in the facades permitted only small displacements. The best approach for us was to use the powerful and easy to handle SCIA•ESA PT software to build an accurate 3D model of the structure. The tools in the section manager of the software permitted us to design some special sections (cross columns in the facades, build up sections in the transverse frames). The steel check and the optimisation module allowed us to reduce the weight of the structure. Displacements were easy to check. Some minor changes could be brought into the model on a very short notice. The design of the joints is not yet executed, because the steel constructor is not known yet, and his vision must be taken into account. The use of SCIA•ESA PT allowed us to strongly reduce the time and effort needed to design, in an accurate way, for a not so common steel frame structure. Office building Vanhaerents The mission of the structural engineering department was to design the structure of a single level office building, placed on top of the existing office building. The structure had to be economic and functional. The team chose for a steel frame structure, with two longitudinal main frames, and four transverse frames. The beams of the transverse frames, whose eight columns are carrying the whole building, support the steel beams of the longitudinal frames. The first floor and the roof are designed as mixed steel plate – concrete floors on transverse steel beams, in order to reduce the weight of the structure, but keeping enough mass to ensure a good thermal response of the building. The span (16.00 m) and the overhang (4.00 m) of the longitudinal beams were considerable. Office building Vanhaerents 135
4 CAE Buildings Dipl. - Ing. S. Ryklin STATIK Address Liselottestrasse 17 • 69123 Heidelberg (DE) Telephone +49 6221830673 Fax +49 62217963048 Contact Herr Sergj Ryklin Email statik@ryklin.de Leistungsbereiche • Tragwerksplanung • Tragwerksoptimierung • Projektberatung • Bauphysikalische und Dynamische Nachweise Phylosophie • Durch gansheitliche 3D-Planung und Bemessung - zur Ermittlung und Umsetzung der optimalsten Lösung unter Berücksichtigung der Kundenwünsche • Schnelle Reaktion auf eventuelle Änderungen • Ständige technische Weiterentwickung und Weiterbildung • Umsetzen in den Projekten der neuesten Entwickungen der Branche Used software • SCIA•ESA PT Dipl. - Ing. S. Ryklin STATIK Production hall with adjacent office for Gläser In 2006 our company received an order from a company that produces glass, they wanted to extend their production capacities and therefore the existing buildings had to be extended. The first problem was that the execution planning should be finished within 14 days. A time-saving planning and execution by integration and computation all sections was a must. ESA PT was used in all stages, from design, over easy (time-saving) adjustments, efficient utilisation of the construction units, to secure and fast planning and execution. 136 SCIA User Contest 2007 • Category 4 • CAE Buildings Produktionshalle mit Anliegebüro
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CAD Architecture CAD Engineering SC
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Copyright © 2007 SCIA Group Intern
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2 Table of content Foreword . . . .
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4 Table of content GBD ZT GmbH . .
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WINNER NOMINATIONS 6 Category 2: CA
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WINNER NOMINATIONS 8 Category 4: CA
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10 Introduction of the internationa
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1 CAD Architecture Georges & Theis
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1 CAD Architecture ACTE 1 s.a. Arch
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1 CAD Architecture Atelier d’Arch
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1 CAD Architecture SIA s.a. Address
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1 CAD Architecture ADEM Address Pla
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1 CAD Architecture Architekturstudi
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1 CAD Architecture Fachhochschule F
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1 CAD Architecture Georges & Theis
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40 Building bridges in the construc
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2 CAD Engineering PT Baja Engineeri
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2 CAD Engineering ADEM Address Plac
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2 CAD Engineering DECOMO Address 96
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2 CAD Engineering Witteveen+Bos Add
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2 CAD Engineering ADEM Address Plac
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2 CAD Engineering Gesplan s.a. Addr
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2 CAD Engineering INASEP Address Ru
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2 CAD Engineering ingénieurs bct A
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2 CAD Engineering Transport Consult
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Category 3 3CAE Civil works (ESA) 6
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Le projet concerne la reconstructio
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Bouw van een museum Het ontwerp, va
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Project: Bridge ‘Olsene’ across
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When the Dutch Municipality of Utre
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In general „Universo“ is a mult
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Introduction to the project The inc
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Introduction L’étude menée dans
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Author: Ing. Ach. Rudolf Kruliac, I
Page 88 and 89: In General The block of flats “OB
Page 90 and 91: Die Realisierung des Zentralen Omni
Page 92 and 93: A steel-cage construction of seven
Page 94 and 95: Introduction The CS underground sta
Page 96 and 97: Inleiding De zuidelijke randweg is
Page 98 and 99: Inleiding Deze opdracht heeft als b
Page 100 and 101: Project Controlestudie van de opwaa
Page 102 and 103: The goal of this pedestrian bridge
Page 104 and 105: Project: Bicyclist and pedestrian b
Page 106 and 107: Bauherr: Pappas Georg Automobil AG
Page 108 and 109: Introductie Het gebied rond rioolwa
Page 110 and 111: 4Category 4 CAE Buildings (ESA) 107
Page 112 and 113: Architect‘s vision The new underg
Page 114 and 115: Maitrise d’ouvrage : Syndicat Mix
Page 116 and 117: Introduction au projet En 2003, pou
Page 118 and 119: The regional indoor stadium of Lié
Page 120 and 121: Na de allesvernietigende brand op 3
Page 122 and 123: Le calcul présenté s’inscrit da
Page 124 and 125: Administration building realized by
Page 126 and 127: Il s’agit de la construction d’
Page 128 and 129: In general „PARK ONE“ is an off
Page 130 and 131: Cette opération consiste à transf
Page 132 and 133: General information Customer : Bakb
Page 134 and 135: Description du projet Construction
Page 136 and 137: The mission of the structural engin
Page 140 and 141: Projektbeschreibung In 2006 hat die
Page 142 and 143: Schihalle mit 330 m Länge, 80-135
Page 144 and 145: Technical data of the project This
Page 146 and 147: Technical data of the project This
Page 148 and 149: Technical data of the project: This
Page 150 and 151: Short list Client: Hevo bouwmanagem
Page 152 and 153: Projektbeschreibung Durch die Einf
Page 154 and 155: Projekt Die Firma HERMA erweitert I
Page 156 and 157: Inleiding Het huidige gebouw van Ut
Page 158 and 159: The New Street Square site is an is
Page 160 and 161: Les spécifications • Surélévat
Page 162 and 163: Les spécifications Longueur : 39,0
Page 164 and 165: This landmark residential developme
Page 166 and 167: This mixed use development in South
Page 168 and 169: Inleiding Voor de Vrije Universitei
Page 170 and 171: Gebouw Onderhoudsloods voor de simu
Page 172 and 173: Promatrani projekt obuhvaæa obliko
Page 174 and 175: Project: Covering of cinders’ box
Page 176 and 177: Zo ook is Volvo Cars Gent één van
Page 178 and 179: Greenpartners uit Sint-Katelijne-Wa
Page 180 and 181: Algemeen Euralille is een urbanisat
Page 182 and 183: Algemeen Fides Petfood, onderdeel v
Page 184 and 185: At the old Philipssite in Leuven a
Page 186 and 187: Project Details Location: Elm Road,
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Introduction At the moment, the com
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Project Description The outdoor aco
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5Category 5 CAE Special projects (E
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Project data Height: ± 22 m Overha
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Analysis of the Atrium Steel Struct
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The presented project is about the
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Introduction The various judicial s
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Conception Le projet consiste à co
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En outre, l’ensemble du site est
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Introduction This project is includ
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Der Schwarzaubach ist ein Teileinzu
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Projektbeschreibung Für den Neubau
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Data Délka bazénu 7400mm, šíøk
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Ce projet date du début de l’ann
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Introduction The aim of this projec
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Type: Arched bridge Location: Schaa
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De brug werd voor het eerst in dien
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Member of the Nemetschek Group User
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VSH Turòa nad Bodvou - Nemetschek Scia

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