RM Bridge Advanced Wizard Help

General Page

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.
Site Coefficient According to AASHTO 3.10.5.1-1 table based upon soil profile types defined in articles 3.10.5.2.
Purpose To identify type for design code application: Road Bridge, Highway Bridge, and Rail Bridge.
Importance Category According to AASHTO 3.10.3. The bridges are classified into one of three importance categories as follows: Critical bridges, Essential bridges or Other bridges. The basis of classification shall include social/survival and security/defense requirements. 
Temperature Zone According to AASHTO 3.12.3-1 you can chose from 4 types of temperature zones which will give T1 and T2 for temperature gradient.
Seismic Zone Each bridge shall be assigned to one of the 4 seismic zones which will modify the acceleration coefficient in accordance with AASHTO 3.10.4-1.
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