Save the zipped file to your local hard drive, unzip it and run setup.exe.  To unzip the file you will need Winzip www.winzip.com. You will need to contact us by phone or email to obtain a time-limited software key to try the program on a trail basis.  If you are a university student or faculty member contact Yang Thao to receive an educational license.  To view a detailed description of the current release and its features view the release notes


TRC/Imbsen Software Systems

10680 White Rock Road, Suite 100

Rancho Cordova, CA 95670

phone (916) 366-0683

fax (916) 366-1501

www.imbsen.com

WINABUD FEATURES V 4.0.2
  • Window Graphical User Interface (GUI) 

  • Design or Check Abutments

  • 1996 AASHTO with Interims and Revisions by Caltrans

  • English or Metric Capability

  • Service Load or Load Factor Deisgn

  • High Cantilever or Short Seat Type Abutments

  • Pile Footing or Spread Footing (With Optional Key)

  • Group Load Analysis Capability

  • Reinforcement Requirements Calculated at Five Locations

  • Pile Layout, Elevation & Plan Plot


WinABUD designs or checks a reinforced concrete abutment using the 1996 AASHTO with Interims and Revisions by Caltrans."(the code) of the California Department of Transportation. The abutment may be a spread footing (with optional key) or multiple pile footing. Service load Design (SLD) or Load Factor Design (LFD) specifications may be used. The abutment is investigated for several group loads. The group loads are divided into separate load cases.

INPUT PARAMETERS to WinABUD include the following:

  • Material data

  • Backfill and foundation soil data

  • Abutment dimensions

  • wingwall data

  • footing data

  • Pile data

  • Rebar data

  • Load data

THE FOOTING is assumed to be infinitely rigid and the pile loads and footing pressures are calculated from static equations of equilibrium. for spread footings, WinABUD considers uplift and calculates a line of zero pressure (neutral axis), in addition to computing factors-of-safety for sliding and overturning.

STEEL REINFORCEMENT requirements are calculated at 5 locations: backwall at the seat level, stem at top of footing, top of footing, bottom of footing on the heel side, and bottom of footing on the toe side.

THE SLD option is based on assumptions outlined in Article 8.15 of the code. The LFD option is based on the assumptions outlined in Article 8.16

A table containing the area of steel required at the 3 locations based on crack control, factored moment, 1.2 times the cracking moment, 1/3 greater than required by analysis, a max. bar spacing of 18 in., and .75 times the balanced steel ratio is provided.

A table containing controlling area of steel at each bar location is printed. The table indicates the controlling load type, applied moment, neutral axis location, effective depth, required steel area, bar size, bar spacing and number of bars.


XTRACT is a Windows based program that runs under Windows 95, 98, 2000, ME and XP, and has the following hardware requirements.

  • PC with Pentium Processor

  • 16Meg RAM (32Meg of RAM recommended)

  • 5MB of free hard drive space needed for WinABUD

Annual support, maintenance and enhancements will be provided by Imbsen Software Systems for an additional, optional fee. Customer Support includes:

  • Customer assistance by fax telephone and electronic mail.

  • Assistance in data preparation and interpretation of results.

The following is included with each order:

  • Software media

  • On-line Help System

  • Warranty

  • 30 Day Free Support

Orders will be processed after Imbsen Software Systems receives a purchase order or letter of intent by fax or mail.

*Software packages are shipped via UPS Ground Service. Additional shipping costs will be charged for overseas orders or overnight delivery.

TRC/Imbsen Software Systems

10680 White Rock Road, Suite 100

Rancho Cordova, CA 95670

phone (916) 366-0683

fax (916) 366-1501

ytthao@trcsolutions.com

click here to view WinABUD release notes in .pdf format