RM Bridge Advanced Wizard Help

General Page JTG

General page provides information regarding the chosen design code, different types of alignment input, and computation models.

SettingDescription
Design Code Shows the selected design code that was chosen in Project Settings/General Options.
Relative Humidity Annual average ambient Relative Humidity in percent for Creep/Shrinkage.
Average Temperature Average temperature used only for Creep/Shrinkage calculation.
Temperature area Air temperature area, we distinguish between 3 selections: Frost, Cold and Tepid according to JTG 4.3.10.
Characteristic period Characteristic ground vibration period. There are 3 types: Tg = 0.35, Tg = 0.35 and Tg = 0.45 according to JTGT B02-01-2008 (for Highway Bridges).
Bridge category Bridge category: A, B, C and D according to JTGT B02-01-2008, clause 3.1.2
Bridge type To identify type for design code application: Road Bridge, Pedestrian Bridge. Used to determine the characteristic value of pedestrian load according to JTG 4.3.5.  
Traffic type Depending on if the vehicles are passing by one-way or two-way the number of the design lanes for applying the traffic load is influenced (JTG 4.3.1, 7, Table 4.3.1-3).
Automobile load grade According to JTG 4.3.1, 1 and 3 automobile loads are divided into grades Highway-I and Highway-II which defines the intensity of the lane loads as given in JTG 4.3.1, 4.

Highway-II (reduced) is taken for the clause given in JTG 4.3.1, 3 considering "few heavy vehicles on fourth-grade highway," where the effect of lane load for Highway-II is multiplied by a reduction factor of 0.8 and the effect of vehicular load by a reduction factor of 0.7.

Terrain roughness type We have 4 terrain types: A, B, C and according to JTG 4.3.7 which will influence the wind velocity correction factor k2.
Ground type Ground types: I, II, III, IV necessary to determine the soil coefficient according to JTGT B02-01-2008, table 4.1.8.
Alignment Type Allows choosing from four types of alignment definition:
  • Straight - a straight axis with a length that is represented by distance between first and last span.
  • Wizard axis - the alignment may be defined or customized segment by segment within "Alignment" and "Profile" pages.
  • Modeler axis - the alignment may be defined using a reference to an axis already defined in Modeler.
  • LandXML axis - the alignment may be defined using a reference to an already existing LandXML axis wizard object.
Alignment Reference
  • Horizontal offset: Define horizontal distance between roadway axis and superstructure axis.
  • Vertical offset: Define vertical distance between roadway axis and superstructure axis.
  • Bridge start station: Define longitudinal offset on the alignment for the center line from first pier (abutment) without excess length.
Computation model
  • Beam model
  • Grid model