eurocodes in scia engineer -...

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Eurocodes in Scia Engineer Loads: Load cases, Combinations; EN-ULS (STR/GEO) set B / set C; EN-accidental 1 / 2; EN-seismic; EN-SLS char. / freq. / quasi; reliability class Wind and snow generator: Automatic calculation of wind and snow loads; Wind zones, Snow zones, Altitude above the sea level; Terrain categories, Prob- ability factor for wind, psi factors for snow (acc.to NA); Wind / snow load generators on 2D structures 3D wind load generator: Generation of wind loads on closed 3D buildings; Multiple wind directions; Automatic zones; cpe, cpi; Generation of load cases Steel code check: 2nd order analysis with imperfections; Stress and stability analysis + Section optimisation; Buckling, Lateral-torsional buckling and local buckling and shear buckling Cold-formed sections: Analysis of effective shape; Distortional buckling; Checks of web crippling; Purlin design checks including free flange buckling Fire resistance check: Resistance domain or temperature-time domain; Parametric fire curves; Different types of insulation (paint, board, spraying) Cellular beams, ENV 1993-1-1, 1992/A2: Integrated input and check; Library of cellular beams; Checks in ArcelorMittal ACB solver application. Analysis of steel structures with plastic hinges: Analysis of plastic hinges Connections frame: Bolted, welded and pinned connections; Bolted diagonals in frame structures; Grid connections; Components method; Ex- tended library with DSTV, SPRINT and user-defined connections RC beams and columns analysis: Crack analysis; Required longitudinal and shear reinforcement; Detailed check in selected positions; Columns - second order effect (method of curvature, method of stiffness) RC plates and walls analysis: Required reinforcement; Two or three directions; Punching shear check, Determination of required critical parameters Practical reinforcement on members: For 1D-members: Reinforcement templates; Anchorage details; Automatic design of practical reinforcement for ULS For 2D-members: Library of reinforcement meshes; Reinforcement zones Fire resistance check: For beams, Columns and hollow core slabs; Detailing rules and simplified method Code dependent deformations: Total, immediate and additional deformations; Calculation of cracks; Short- and long-term stiffness; 1D and 2D members Prestress check: Pre-tensioned structures: Catalogue of fabricated elements; Borehole patterns for position of strands / wires; Stressing bed parameters; Temperature healing cycle; Calculation of losses; Automatic determination of transmission lengths; Check of anchorage zone at the end of beam Post-tensioned structures: External / internal tendons; Short-term and long-term losses; Primary and secondary effects Construction stages + TDA: Phased cross-sections; Effect of gradual installation and removal of entities Check of hollow core slabs (EN 1168): Analysis and checks using simplified cross-section; Check for shear, Spalling, Shear and torsion, Support conditions and punching; Detailing checks; Tables of bearing resistance; Check of anchorage zone at the end of beam Voided slabs: Modelling, design and check a floor system made of voided slabs Eurocode 0: Basis of structural design; Eurocode 1: Actions on structures Eurocode 2: Design of concrete structures Eurocode 3: Design of steel structures EN 1990 EN 1991-1-1 EN 1991-1-3 EN 1991-1-4 EN 1991-1-5 EN 1991-2 EN 1992-1-1 EN 1992-1-2 EN 1992-2 EN 1993-1-1 EN 1993-1-2 EN 1993-1-3 EN 1993-1-5 EN 1993-1-8 Overview of Eurocode checks implemented in Scia Engineer 2011

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Eurocodes in Scia Engineer

Loads: Load cases, Combinations; EN-ULS (STR/GEO) set B / set C; EN-accidental 1 / 2; EN-seismic; EN-SLS char. / freq. / quasi; reliability classWind and snow generator: Automatic calculation of wind and snow loads; Wind zones, Snow zones, Altitude above the sea level; Terrain categories, Prob-ability factor for wind, psi factors for snow (acc.to NA); Wind / snow load generators on 2D structures3D wind load generator: Generation of wind loads on closed 3D buildings; Multiple wind directions; Automatic zones; cpe, cpi; Generation of load cases

Steel code check: 2nd order analysis with imperfections; Stress and stability analysis + Section optimisation; Buckling, Lateral-torsional buckling and local buckling and shear bucklingCold-formed sections: Analysis of effective shape; Distortional buckling; Checks of web crippling; Purlin design checks including free flange bucklingFire resistance check: Resistance domain or temperature-time domain; Parametric fire curves; Different types of insulation (paint, board, spraying)Cellular beams, ENV 1993-1-1, 1992/A2: Integrated input and check; Library of cellular beams; Checks in ArcelorMittal ACB solver application.Analysis of steel structures with plastic hinges: Analysis of plastic hingesConnections frame: Bolted, welded and pinned connections; Bolted diagonals in frame structures; Grid connections; Components method; Ex-tended library with DSTV, SPRINT and user-defined connections

RC beams and columns analysis: Crack analysis; Required longitudinal and shear reinforcement; Detailed check in selected positions; Columns - second order effect (method of curvature, method of stiffness)RC plates and walls analysis: Required reinforcement; Two or three directions; Punching shear check, Determination of required critical parametersPractical reinforcement on members: For 1D-members: Reinforcement templates; Anchorage details; Automatic design of practical reinforcement for ULSFor 2D-members: Library of reinforcement meshes; Reinforcement zonesFire resistance check: For beams, Columns and hollow core slabs; Detailing rules and simplified methodCode dependent deformations: Total, immediate and additional deformations; Calculation of cracks; Short- and long-term stiffness; 1D and 2D membersPrestress check: Pre-tensioned structures: Catalogue of fabricated elements; Borehole patterns for position of strands / wires; Stressing bed parameters; Temperature healing cycle; Calculation of losses; Automatic determination of transmission lengths; Check of anchorage zone at the end of beamPost-tensioned structures: External / internal tendons; Short-term and long-term losses; Primary and secondary effectsConstruction stages + TDA: Phased cross-sections; Effect of gradual installation and removal of entitiesCheck of hollow core slabs (EN 1168): Analysis and checks using simplified cross-section; Check for shear, Spalling, Shear and torsion, Support conditions and punching; Detailing checks; Tables of bearing resistance; Check of anchorage zone at the end of beamVoided slabs: Modelling, design and check a floor system made of voided slabs

Eurocode 0: Basis of structural design; Eurocode 1: Actions on structures

Eurocode 2: Design of concrete structures

Eurocode 3: Design of steel structures

EN 1990EN 1991-1-1EN 1991-1-3 EN 1991-1-4EN 1991-1-5EN 1991-2

EN 1992-1-1EN 1992-1-2EN 1992-2

EN 1993-1-1EN 1993-1-2EN 1993-1-3EN 1993-1-5EN 1993-1-8

Overview of Eurocode checks implemented in Scia Engineer 2011

Nemetschek Scia nv (Headquarters) - Industrieweg 1007 - B-3540 Herk-de-Stad (Belgium) - Tel.: +32 13 55 17 75 - Fax: +32 13 55 41 75 - [email protected] Scia ME - Dubai Silicon Oasis HQ Building - P.O. Box 341041, Dubai (U.A.E.) - Tel.: +971 4 5015744 - Fax: +971 4 5015777 - [email protected] Scia North America - 7150 Riverwood Drive - Columbia, MD (USA) - Tel.: +1 410-290-5114 - Fax: +1 410-290-8050 - [email protected] a complete list of all our international agencies and partners, please visit our website www.scia-online.com

Composite steel-concrete design EC 4: Composite beams and slabs; Final (composite) stage (EN 1994) + construction (non-composite) stage (EN 1993)Composite steel-concrete columns EC 4: Ultimate limit state; Resistance of members in axial compression; Combined compression and uniaxial bending; Combined compression and biaxial bending; Influence of transverse shear on resistance to bending

Timber code check: Stress and stability analysis + section optimisation; Buckling and lateral-torsional buckling including NAD interactions

Foundation blocks check: Stability check of pad foundations; Three separate checks: Bearing check, Sliding check, Eccentricity check; OptimisationPile design: NEN-EN 1997-1/NA; Generation of load-settlement curves and automatic update of stiffnesses

Calculation of eigen frequencies and eigen modes; Library of seismic spectra; Modal analysis with methods: SRSS and CQC; Sequential analysis: Considering P-Delta effect in dynamic analysis

Design of aluminium structures: 2nd order analysis with imperfections, Stress and stability analysis + section optimisation; Buckling, Lateral-torsional buck-ling, Local buckling and shear bucklingDesign of transverse welds and HAZ data

Scaffolding: Check of tubular members; Base jacks; Check of nonlinear hinges in connecting nodes; Check of resistance values; Library of couplers: Right-angle coupler, Sleeve coupler, Swivel coupler, Parallel coupler

Eurocode 4: Design of composite steel and concrete structures

Eurocode 5: Design of timber structures

Eurocode 7: Geotechnical design

Eurocode 8: Design of structures for earthquake resistance

Eurocode 9: Design of aluminium structures

Eurocode 12811-1: Design of scaffolding

EN 1994-1-1EN 1994-1-2

ENV 1995-1-1

EN 1997-1

EN 1998-1

EN 1999-1-1

EN 12811-1EN 12810-1EN 12810-2

Scia Engineer - your complete solution for Eurocode design

Adnoc HQ Tower, BESIX (UAE)

mode 1

mode 3

mode 2

More information about the Eurocodes in Scia Engineer on http://www.eurocodes-online.com/