Development of steel design details and selection criteria for innovative and cost-effective steel bridges in Colorado
(eBook)
Author
Contributors
Published
Denver, CO : Colorado Department of Transportation, DTD Applied Research and Innovation Branch, [2008].
Physical Desc
1 PDF (viii, 157 pages : color illustrations ; 2,810 KB)
Status
Description
Loading Description...
Also in this Series
Checking series information...
More Copies In Prospector
Loading Prospector Copies...
More Details
Format
eBook
Language
English
Notes
General Note
"Report no. CDOT-2008-12."
General Note
"December 2008."
Bibliography
Includes bibliographical references (pages 52-53).
Description
In recent years, prestressed concrete bridges have dominated the bridge type selection processes in Colorado. This can be attributed to a lack of steel mills combined with a strong presence of precast fabricators in the region. In addition, a lack of readily available economical and innovative procedures to design and construct steel bridges has hindered the industry in certain areas such as Colorado. During this research it was identified that designing steel girders as simply supported for the non composite dead loads and continuous for composite dead loads and live loads would provide economy. A preliminary girder selection software was created using this design procedure. The software takes user inputted data, such as span length, width, number of girders along with various other design inputs, and displays the lightest wide flange beam size that would support the loads using AASHTO LRFD Design Specifications. Using the girder selection software, design charts and tables were created to outline structural steel weight to span length and number of girders. The design charts will aid the bridge type selection process by giving designers an accurate measurement of minimum steel requirements for numerous one, two, and three span steel bridges.
Funding Information
Performed by Colorado State University, Department of Civil Engineering, sponsored by Colorado Department of Transportation, Research,81.30
Citations
APA Citation, 7th Edition (style guide)
Van de Lindt, J. W., Stone, A. J., & Chen, S. (2008). Development of steel design details and selection criteria for innovative and cost-effective steel bridges in Colorado . Colorado Department of Transportation, DTD Applied Research and Innovation Branch.
Chicago / Turabian - Author Date Citation, 17th Edition (style guide)Van de Lindt, John W, Alexander J. Stone and Suren Chen. 2008. Development of Steel Design Details and Selection Criteria for Innovative and Cost-effective Steel Bridges in Colorado. Colorado Department of Transportation, DTD Applied Research and Innovation Branch.
Chicago / Turabian - Humanities (Notes and Bibliography) Citation, 17th Edition (style guide)Van de Lindt, John W, Alexander J. Stone and Suren Chen. Development of Steel Design Details and Selection Criteria for Innovative and Cost-effective Steel Bridges in Colorado Colorado Department of Transportation, DTD Applied Research and Innovation Branch, 2008.
MLA Citation, 9th Edition (style guide)Van de Lindt, John W., Alexander J Stone, and Suren Chen. Development of Steel Design Details and Selection Criteria for Innovative and Cost-effective Steel Bridges in Colorado Colorado Department of Transportation, DTD Applied Research and Innovation Branch, 2008.
Note! Citations contain only title, author, edition, publisher, and year published. Citations should be used as a guideline and should be double checked for accuracy. Citation formats are based on standards as of August 2021.
Staff View
Grouped Work ID
cb0ad683-1217-4fc4-0973-47275852531f-eng
Grouping Information
| Grouped Work ID | cb0ad683-1217-4fc4-0973-47275852531f-eng |
|---|---|
| Full title | development of steel design details and selection criteria for innovative and cost effective steel bridges in colorado |
| Author | van de lindt john w |
| Grouping Category | book |
| Last Update | 2022-06-13 10:33:16AM |
| Last Indexed | 2024-04-27 03:34:49AM |
Book Cover Information
| Image Source | default |
|---|---|
| First Loaded | Jul 7, 2022 |
| Last Used | Apr 20, 2024 |
Marc Record
| First Detected | Feb 17, 2009 12:00:00 AM |
|---|---|
| Last File Modification Time | Jul 31, 2021 04:32:18 AM |
MARC Record
| LEADER | 03672cam a2200553Ia 4500 | ||
|---|---|---|---|
| 001 | ocn308362252 | ||
| 003 | OCoLC | ||
| 005 | 20090220021732.0 | ||
| 006 | m d | ||
| 007 | cr cn||||||||| | ||
| 008 | 090217s2008 coua obt s000 0 eng d | ||
| 035 | |a (OCoLC)308362252 | ||
| 037 | |a PB2009-104601|b NTIS | ||
| 040 | |a JCR|c JCR|d JCR|d DDB|d UtOrBLW | ||
| 043 | |a n-us-co | ||
| 049 | |a DDBA | ||
| 086 | |a TRA2.10/08-12/INTERNET|2 codocs | ||
| 086 | |a TRA2.10/08-12/INTERNET | ||
| 088 | |a CDOT-2008-12 | ||
| 100 | 1 | |a Van de Lindt, John W. | |
| 245 | 1 | 0 | |a Development of steel design details and selection criteria for innovative and cost-effective steel bridges in Colorado|h [electronic resource] /|c by John W. van de Lindt, Alexander J. Stone, Suren Chen. |
| 246 | 1 | 4 | |a Development of steel design details and selection criteria for cost-effective and innovative steel bridges in Colorado |
| 264 | 1 | |a Denver, CO :|b Colorado Department of Transportation, DTD Applied Research and Innovation Branch,|c [2008] | |
| 300 | |a 1 PDF (viii, 157 pages : color illustrations ; 2,810 KB) | ||
| 336 | |a text|b txt|2 rdacontent | ||
| 337 | |a computer|b c|2 rdamedia | ||
| 338 | |a online resource|b cr|2 rdacarrier | ||
| 347 | |a text file|2 rdaft | ||
| 500 | |a "Report no. CDOT-2008-12." | ||
| 500 | |a "December 2008." | ||
| 504 | |a Includes bibliographical references (pages 52-53). | ||
| 520 | 3 | |a In recent years, prestressed concrete bridges have dominated the bridge type selection processes in Colorado. This can be attributed to a lack of steel mills combined with a strong presence of precast fabricators in the region. In addition, a lack of readily available economical and innovative procedures to design and construct steel bridges has hindered the industry in certain areas such as Colorado. During this research it was identified that designing steel girders as simply supported for the non composite dead loads and continuous for composite dead loads and live loads would provide economy. A preliminary girder selection software was created using this design procedure. The software takes user inputted data, such as span length, width, number of girders along with various other design inputs, and displays the lightest wide flange beam size that would support the loads using AASHTO LRFD Design Specifications. Using the girder selection software, design charts and tables were created to outline structural steel weight to span length and number of girders. The design charts will aid the bridge type selection process by giving designers an accurate measurement of minimum steel requirements for numerous one, two, and three span steel bridges. | |
| 536 | |a Performed by Colorado State University, Department of Civil Engineering, sponsored by Colorado Department of Transportation, Research|b 81.30 | ||
| 650 | 0 | |a Building, Iron and steel. | |
| 650 | 0 | |a Bridges|x Design and construction. | |
| 650 | 0 | |a Bridges|z Colorado|x Design and construction. | |
| 650 | 0 | |a Girders. | |
| 700 | 1 | |a Stone, Alexander J. | |
| 700 | 1 | |a Chen, Suren,|d 1973- | |
| 710 | 1 | |a Colorado.|b Department of Transportation.|b Research Branch. | |
| 710 | 2 | |a Colorado State University.|b Department of Civil Engineering. | |
| 856 | 4 | 1 | |u http://hdl.handle.net/10176/co:5148_tra2100812internet.pdf|z Access online |
| 907 | |a .b10456454|b 10-24-20|c 02-20-09 | ||
| 945 | |g 1|j 0|l csdig|o -|p $0.00|q -|r -|s j |t 0|u 0|v 0|w 0|x 0|y .i11081806|z 02-20-09 | ||
| 994 | |a C0|b DDB | ||
| 998 | |a cs|b 02-20-09|c m|d a |e -|f eng|g cou|h 0|i 0 | ||
| 998 | |a cs|b 02-20-09|c m|d a |e -|f eng|g cou|h 0|i 0 | ||
| 998 | |a cs|b 02-20-09|c m|d a|e -|f eng|g cou|h 0|i 0 | ||
| 998 | |a cs|b 02-20-09|c m|d a|e -|f eng|g cou|h 0|i 1 | ||
.png)