Tendon Secondary: Analysis results for indeterminate condition between the prestressing forces in tendons and the bridge structure. ![]() Tendon Primary: Analysis results for prestressing forces in tendons The results for the auto-generated load cases as well as the additional load combinations can be checked for each construction stage including the Min/Max of each stage.ĭead Load: Analysis results for all the dead loads included in the construction stages including the Self WeightĮrection Load: Analysis results due to all permanent loads applied to the construction stages excluding Dead Loadįor further details on Erection Load, refer to Analysis> Construction Stage Analysis Control. Using the auto-generated loading cases, loading combinations may be formulated in " Combinations". When a construction stage analysis is carried out for a bridge structure, the following loading conditions are auto-generated and the analysis results are saved separately. Select the load cases/combinations for which the results output is desired. ![]() The stresses due to axial forces and bending moments may be combined and compared with the allowable stresses.įrom the Main Menu select Results > Bridge > Bridge Girder Diagrams. The member forces and stresses of each element constituting the bridge girders are produced in the form of a graph. Bridge Girder Diagrams Bridge Girder Diagrams
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