Jones, H. L., Harris, D. W., & Furr, H. L. (1974). Automated Design of Continuous Bridges with Precast Prestressed Concrete Beams, Volume III: Shear and Moment Envelope Program User’s Instructions (Report No. 22-l(F)). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84014
Jones, Harry L., David W. Harris, and Howard L. Furr. Automated Design of Continuous Bridges with Precast Prestressed Concrete Beams, Volume III: Shear and Moment Envelope Program User’s Instructions. Report no. 22-l(F). Texas Transportation Institute. Texas A&M University, 1974. https://rosap.ntl.bts.gov/view/dot/84014.
Jones, Harry L., et al. Automated Design of Continuous Bridges with Precast Prestressed Concrete Beams, Volume III: Shear and Moment Envelope Program User’s Instructions. Texas Transportation Institute. Texas A&M University, 1974, Report no. 22-l(F), ROSA P. https://rosap.ntl.bts.gov/view/dot/84014.
A computer program to compute shear and moment envelopes for continuous beams has been written. The program, which was originally written as a subroutine for a continuous beam design program, handles a number of different live and dead loads. Included among these is an axle train (vehicle with up to 15 arbitrarily spaced wheels) which can be used to study the effects of overloaded or unusual vehicle configurations. A standard input form is used and the degree of detail of the output is user specified.
A Computer program has been developed in this study to perform the calculations for the design of continuous prestressed concrete bridge girders. The
...
A computer program has been developed in this study to perform the calculations for the design of continuous prestressed concrete bridge girders. The
...
Jones, H. L., Harris, D. W., & Furr, H. L. (1974). Automated Design of Continuous Bridges with Precast Prestressed Concrete Beams, Volume III: Shear and Moment Envelope Program User’s Instructions (Report No. 22-l(F)). Texas Transportation Institute. Texas A&M University. https://rosap.ntl.bts.gov/view/dot/84014
Jones, Harry L., David W. Harris, and Howard L. Furr. Automated Design of Continuous Bridges with Precast Prestressed Concrete Beams, Volume III: Shear and Moment Envelope Program User’s Instructions. Report no. 22-l(F). Texas Transportation Institute. Texas A&M University, 1974. https://rosap.ntl.bts.gov/view/dot/84014.
Jones, Harry L., et al. Automated Design of Continuous Bridges with Precast Prestressed Concrete Beams, Volume III: Shear and Moment Envelope Program User’s Instructions. Texas Transportation Institute. Texas A&M University, 1974, Report no. 22-l(F), ROSA P. https://rosap.ntl.bts.gov/view/dot/84014.
ROSA P serves as an archival repository of USDOT-published products including scientific
findings, journal articles, guidelines, recommendations, or other information authored or co-authored by
USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to
ensure public access to scientific information.
Links with this icon indicate that you are leaving a Bureau of Transportation
Statistics (BTS)/National Transportation Library (NTL)
Web-based service.
Thank you for visiting.
You are about to access a non-government link outside of
the U.S. Department of Transportation's National
Transportation Library.
Please note: While links to Web sites outside of DOT are
offered for your convenience, when you exit DOT Web sites,
Federal privacy policy and Section 508 of the Rehabilitation
Act (accessibility requirements) no longer apply. In
addition, DOT does not attest to the accuracy, relevance,
timeliness or completeness of information provided by linked
sites. Linking to a Web site does not constitute an
endorsement by DOT of the sponsors of the site or the
products presented on the site. For more information, please
view DOT's Web site linking policy.
To get back to the page you were previously viewing, click
your Cancel button.