August 18th and September 6th 2023
Project Templates and OpenBrIM Community Space Version
Steel I Girder Bridge Template [SIG]: v82
Steel Tub Girder Bridge Template [STG]: v32
Concrete Precast I Girder Bridge Template [CPIG]: v62
Concrete Box Girder Bridge Template [CBG]: v27
Concrete U Girder Bridge Template [CUG]: v14
Concrete Spliced I Girder Bridge Template[CSIG]: v11
Library Objects
Bridge Objects
Pier Cap [OBPBase_PierCap] [SIG-STG-CPIG-CBG-CUG-CSIG]
Introduces the capability to specify 3D longitudinal parametric rebars #new
Transverse Stiffener [OBPTransverseStiffenerGirderTubPlate - OBPTransverseStiffenerGirderIPlate] [SIG - STG]
The 3D model of the transverse stiffener was not correctly created when the girder is selected as straight. #bugfix #3D
Longitudinal Stiffener [OBPLongitudinalStiffenerGirderIPlate] [SIG - STG]
The 3D model of the longitudinal stiffener was not correctly created when the girder is selected as straight. #bugfix #3D
Bottom Flange Stiffener [OBPBottomFlangeStiffenerGirderTubPlate] [STG]
The 3D model of the bottom flange stiffener was not correctly created when the girder is selected as straight. #bugfix #3D
Roadway [OBPRoadway] [SIG-STG-CPIG-CBG-CUG-CSIG]
The object now issues a warning message when certain inputs are missing. #improvement
Cross Frames [OBPBase_InternalCrossframe - OBPBase_Crossframe] [SIG-STG]
The 3D model of the cross frames was not correctly created when the girder is selected as straight. #bugfix #3D
Field Splice [OBPBoltedFieldSplice] [SIG-STG-CPIG]
The 3D model of the bolted field splice was not correctly created when the girder is selected as straight. #bugfix #3D
Tub Girder Bracing [OBPBase_BracingGirderTub] [STG]
The 3D model of the Tub Girder Bracing was not correctly created when the girder is selected as straight. #bugfix #3D
Tub Girder Diaphragm [OBPBase_Diaphragm] [STG]
The 3D model of the Tub Girder Diaphragm was not correctly created when the girder is selected as straight. #bugfix #3D
Introduces additional input to collect flange width #newinput
Continuity Diaphragm [OBPConnectionDiaphragmPrecastI ] [CPIG] #newobject
Introducing a continuity diaphragm object, which serves the purpose of ensuring the continuity of girders when a deck is poured between them.
FEA(Loading & Construction Stages)
Girder Erection [OBPGirderErection] [SIG-STG]
Introducing the longitudinal stiffener weight parameter, which is designed to automatically calculate and apply the load associated with its 3D geometry during the girder erection process.
Girder Construction Complete [OBPGirderConstructionCompleteGirderTub] [STG]
Introducing the longitudinal stiffener weight parameter, which is designed to automatically calculate and apply the load associated with its 3D geometry during the girder erection process.
Deck Casting [OBPDeckCasting] [SIG-STG-PIG]
The issue of double-counting haunch load in discontinuous girders has been resolved.
Wind On Live Load AASHTO [OBPWindOnLiveLoadAASHTO] [SIG-STG-CPIG-CBG-CUG-CSIG]
Results for each lane within the object are now calculated individually and enveloped. In the previous version, lane results were combined by summation.
Bearing Fixity Changes [OBPChangeSuperstructureConnection] #newobject
A new object has been added to override/change bearing fixities at each stage.
Code Check & Report Objects
Pier Cap Code Check [OBPBase_PierCapCodeCheck] [SIG-STG-CPIG-CBG-CUG-CSIG]
The pier cap code check object now supports 3D-defined rebars in the pier cap. #new
In some cases, the Service Limit State Rebar stress check does not correctly compute the orientation of the section for negative bending. This issue is noticeable in the detailed report. Therefore, if you do not observe any problems in your detailed reports and the section orientations were accurate, there is no cause for concern. #bugfix #codecheck
Prestressed I Girder Code Check [OBPBase_PrestressedIGirderCodeCheck] [CPIG]
In some cases, the Service Limit State Rebar stress check does not correctly compute the orientation of the section for negative bending. This issue is noticeable in the detailed report. Therefore, if you do not observe any problems in your detailed reports and the section orientations were accurate, there is no cause for concern. #bugfix #codecheck
Spliced I Girder Code Check [OBPBase_SplicedGirderCodeCheck] [CSIG]
In some cases, the Service Limit State Rebar stress check does not correctly compute the orientation of the section for negative bending. This issue is noticeable in the detailed report. Therefore, if you do not observe any problems in your detailed reports and the section orientations were accurate, there is no cause for concern. #bugfix #codecheck
Pier Cap Code Check State Specification [OBPSubSummaryReport_PierCapCodeCheck] [SIG-STG-CPIG-CBG-CUG-CSIG]
The Summary Report now shows FDOT DC ratios in a separate table. #improvement
Drilled Shaft Code Check [OBPTemplate_PileCodeCheck] [SIG-STG-CPIG-CBG-CUG-CSIG] #newobject
A new code-check object has been introduced for performing code checks on drilled shafts.
Quantity Take Off Report [OBPQuantityTakeOff] [SIG-STG-CPIG] #newobject
introduced a Quantity Take-off Report to calculate costs and quantities for each bridge component.
CAD Objects
Framing Plan CAD [OBPCADDFramingPlan] [SIG-STG-CPIG] #newobject
A new CAD object has been introduced for the 2D CAD representation of the framing
Bridge Cross Section CAD [OBPCADDBridgeCrossSection] [SIG-STG-CPIG] #newobject
A new CAD object has been introduced for the 2D CAD representation of the superstructure cross-section
Alignment CAD [OBPCADDAlignmentData] [SIG-STG-CPIG] #newobject
A new CAD object has been introduced for the 2D CAD representation of the alignment.
Substructure CAD [OBPCADDSubStructure] [SIG-STG-CPIG] #newobject
A new CAD object has been introduced for the 2D CAD representation of the substructures.
Plan and Elevation CAD [OBPCADDPlanAndElevation] [SIG-STG-CPIG] #newobject
A new CAD object has been introduced for the 2D CAD representation of the superstructure for plan and elevation view.
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