![]() ![]() Geometric imperfection can easily be included in the analysis model. ![]() New geometry updated based on buckling mode shape Structure tab > Composite Bridge > Effective Width Structure tab > PSC Bridge > Effective Width Code reference:5.3.2.1 of EN 1992-2 for PSC box girder and 5.4.1.2 of EN 1994-2 for composite steel plate girderģ.Auto-calculation ofeffective slab width as per EurocodeĮffective width scale factor – Composite steel plate girder Effective slab width is automatically calculated and considered in the calculation of bending stresses for both PSC box girder and composite steel plate girder. Results tab > Bridge > Bridge Girder DiagramĮffective width scale factor – PCS box girder Beam Forces/Moments can be displayed with various components atthe same time. In the previous version,either top stress or bottom stress diagram can be displayed.Now,both stress diagram can be displayed at the same time in one graph. Results tab > Results Tables > Concurrent(Max/Min) TableĢ.Simultaneousdisplayoftop and bottom stressdiagram – BridgeGirderDiagram Load tab > Moving Load > Concurrent Reaction Group The user can check the concurrentreaction data in a table format for the moving load analysis.Ĭoncurrent Reaction Group Concurrent Reaction Table The user-defined permittruck can be used to simulate special vehicle loads with any wheel arrangementand any amountof wheel loads. Load tab > Moving Load > Vehicles > User Defined Load tab > Moving Load > Moving Load Code > Eurocode The user-defined traffic loads can be used to consider differentNational Annex by countries.In the previous version of midas Civil,only standard vehicles were applicable. Results tab > Results Tables > Beam > Stress Concurrentstresses of frame elements due to traffic loads are provided as well as concurrentforces. ![]() Load tab > Moving Load > Moving Load Analysis Data > Vehicles > Add Standard/User Defined > EN1991-2:2003 – Rail Traffic Load Eccentricity needs to be calculated by the user according to the code provision.Įccentricity of lateral displacement of vertical loads Eccentricity of vertical load to consider cantcan be defined in Traffic Line Lane dialog box. The effectof lateral displacementof vertical loads can be considered in Standard and User-defined vehicle dialog box. Characteristic value of centrifugal forces are automatically calculated as per EN1991-2:2003,clause 4.4.2 and 6.5.1. User Defined Vehicle – LM71,SW/0, SW/2, Unloaded Train Railway Bridge:Standard Vehicle – LM71, SW/0, SW/2, Unloaded Train,HSLM Road Bridge:Load Model 1 Standard and user-defined vehicle Following vehicle types are supported with “Traffic Line Lane”.Traffic Surface Lane is not supported. Centrifugal force due to vehicle load in the horizontally curved bridge can be generated as a static load from the Moving Load Tracer. Load tab > Moving Load > Moving Load Code > Eurocodeġ.Improvementsin EurocodeMovingLoadAnalysis ![]() Easy and Fast Generation of Strands/TendonsĬivil 2014 V2.1 Release NoteCivil 2014 Enhancement Update Geometry ofAnalysis Model using Buckling Modeĥ. Auto-calculation of Effective Slab Width as per EurocodeĤ. Simultaneous Display of Top and Bottom Stress Diagramģ. Improvements in Eurocode Moving LoadAnalysisġ.2 Eccentricity of Vertical Loads of Rail TrafficsĢ. I n t e g r a t e d S o l u t i o n S y s t e m f o r B r i d g e a n d C i v i l E n g i n e e r i n gġ. ![]()
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