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Release Note Release Date : Feb. 2014 Product Ver. : Civil 2014 (v2.1) Civil 2014 DESIGN OF CIVIL STRUCTURES Int e g r at e d

1. Improvements in Eurocode Moving Load Analysis 1.1 Centrifugal Forces 1.2 Eccentricity of Vertical Loads of Rail Traffics 1.3 Concurrent Stresses 1.4 User-defined Railway Traffic Loads 1.5 User-defined Permit Truck Loads 1.6 Concurrent Reactions 2. Simultaneous Display of Top and Bottom Stress Diagram in Bridge Girder Diagram 3. Auto-calculation of Effective Slab Width as per Eurocode 4. Update Geometry of Analysis Model using Buckling Mode Shape 5. Easy and Fast Generation of Strands/Tendons

Civil 2014V2.1 Release Note 'Load tab> Moving Load > Moving Load Code > Eurocode ■ Results > Moving Load > Moving Tracer Infl. Lines Infl. Surf. Moving Load Converted to Static Load Beam Forces/Moments I- Include Impact Factor Heiaht of Centrifugal Force from Carriageway Level Horizontal Radius CurveTvpe for Horizontal Force Direction File Name |D:W03_IrnprovementWC830_EC MVL ImrjovWVerification_Cent]nfLigal Force WMVma ,,, | Write Min/Max Load to File Moving Load Converted to Static Load Centrifugal Forces Heiaht of Centrifugal Force from Running Surface Maximum Speed Curve Type for...

Civil 2014V2.1 Release Note 'Load tab> Moving Load > Moving Load Code > Eurocode 'Load tab > Moving Load > Moving Load Analysis Data > Vehicles > Add Standard/User Defined > EN1991-2.2003 - Rail Traffic Load Define Design Traffic Line Lane Traffic Lane Properties Wheel Spacinq: Lane Width : Eccentricity of Vertical Load to Cnnsirlpr f!ant: Vehicular Load Distribution C Lane Element [• Cross Beam Cross Beam Group |Cross Beam Define Standard Vehicular Load Standard Name Vehicular Load Properties Vehicular Load Name : Vehicular LoadTvpe : Load Model " I- Consider Longitudinal Distribution of...

Civil 2014V2.1 Release Note •Load tab> Moving Load > Moving Load Code > Eurocode •Results tab> Results Tables > Beam > Stress Moving Load Analysis Control Data Truck/Train Load Control Option Load Point Selection — (* Influence Line Dependent Point Influence Generating Points — C Distance between Points Analysis Results 1^ Combined Stress Calculation [^Calculation Filters (NAmf) [Tttnnf) Benfl(-y) Benfl(+z) EtencK-z) [N/mrrf) [N/rnrrf) (H/mm'l Beam Stress Table [Nfmnf) [N/mrtf) CN/mrr?) (N/mnf) * Result View Items Load Cases to Display f.aa^UL L-.jge-uuti | o.ooe+ooo | Concurrent stress...

Civil 2014V2.1 Release Note 1 Load tab> Moving Load > Moving Load Code > Eurocode 1 Load tab> Moving Load > Vehicles > User Defined Dc"inc -:c-r Def Vehicular Loac Standard' lame Vehicular Load Properties Vehicular Load Name : l~~ Consider Longitudinal Distribution of Point Loads Distance between Rail Support Points : |rj.75 \~ Eccentricity of Latera D sp acement of Vertical Loads : Cancel Apply I'e'iric _; = r Def"ec Vehicular Lc-ec Standard Name- Load Type Vehicular Load Properties Vehicular Load Name : I- Consider Longitudinal Distribution of Point Loads Distance between Rail Support...

Civil 2014V2.1 Release Note ■ Load tab > Moving Load > Moving Load Code > Eurocode ■ Load tab > Moving Load > Vehicles > User Defined De~in= -;=r Def"ec Vehicular Loac Standard Name EN 1991-2:2003 - RoadBridgef ootrVdv and FootBridge C Load Model 1 / Fatigue Load Model 1 C Load Model 2,4/Fatigue Load Model 2,4 C Load Model 3 (Straddling) r~ Fatigue Load Model 3 Vehicular Load Properties Vehicular Load Name : Impact Factor :

Civil 2014V2.1 Release Note ■ Load tab > Moving Load > Concurrent Reaction Group ■ Results tab > Results Tables > Concurrent(Max/Min) Table Define Concurrent Reaction Group Node Group Trans slab Nominal member Rigid beam Cross Frame Rigid beamZ Selected Group

Civil 2014V2.1 Release Note 1 Results tab > Bridge > Bridge Girder Diagram ' Top and Bottom Combined Stress Diagram J Bending Moment and Shear Force Diagram Bridge Girder Stress Diagram | Bridge Grder Stress Diagram ■ Load Cases/Combinations Step List Load Case/Combination Diagram Type — - — r Stress r Force Batch Bridge Girder Elern. Group : Bridge Girder Generation Option (* Current Stage-Step Bridge Girder Stress Diagram I | Bridge Girder Stress Diagram Load Cases/Combinations Step List_ Load Case/Combination r Stress P Force I E Batch Bridge Girder Elern. Group : Combined [Axial...

Civil 2014V2.1 Release Note ■ Structure tab > PSC Bridge > Effective Width ' Structure tab > Composite Bridge > Effective Width Effective Width Scale Factor Desiqn Code Scale Factor \~ Consider the Variation of Centroid, Span bv Element Length Inner Direction of Multiple Girders Girder Information No, | Name | Element List Modify Delete

Civil 2014 V2.1 Release Note 4. Update Geometry of Analysis Model using Buckling Mode Shape Create a new model file in which the geometry of analysis model is revised based on the mode shape of linear buckling analysis. The new model can be used for further geometric and material nonlinear analysis to find a buckling load considering geometric imperfection. The mode shape is scaled by the scale factor or by the maximum mode shape. The scaled mode shape is added to the nodal coordinates. Scale Factor Updated coordinate = (initial coordinate) + (mode shape) x (scale factor) Maximum Value...

Civil 2014V2.1 Release Note ■ Structure tab > Wizard > PSC Bridge > Tendon Template Structure HMt/tJtWit PrOMfDH Boundary LO*J AnUm Kudtl PSC Pittfovtf OMpri QuOV TMk Add/ModifyTendon Template Tendon Name Tendon Property Horiz, Offsetfbeain) Horiz. OftsetfEnd) Span Lenqth m Same span Length |^ Same span Info Reference Axis : C Curve (T Element | QK ~ Cancel Add/Modify Tendon Template