Steel Bridge Design Handbook Design Example 2A: Two-Span Continuous Straight Composite Steel I-Girder Bridge

Barth, Karl E.; United States. Federal Highway Administration. Office of Bridges and Structures

Advanced Search

Select up to three search categories and corresponding keywords using the fields to the right. Refer to the Help section for more detailed instructions.

Search our Collections & Repository

Advanced Search
Custom Query

All these words:

For very narrow results

This exact word or phrase:

When looking for a specific result

Any of these words:

Best used for discovery & interchangable words

None of these words:

Recommended to be used in conjunction with other fields

Language:

Dates

Publication Date Range:

to

Document Data

Title:

Document Type:

Library

Collection:

Series:

People

Author:

Clear All

Query Builder

Query box

Clear All

For additional assistance using the Custom Query please check out our Help Page

i

Steel Bridge Design Handbook Design Example 2A: Two-Span Continuous Straight Composite Steel I-Girder Bridge

2015-12-01
By Barth, Karl E.

[PDF-3.09 MB]

English

Details You May Also Like

Details:

Creators:

Barth, Karl E.
Corporate Creators:

United States. Federal Highway Administration. Office of Bridges and Structures
Corporate Contributors:

HDR, Inc.
Subject/TRT Terms:

[+]

AASHTO LRFD Bridge Design Cross Frame Design Girder Bridges Handbooks Moment Redistribution Steel Bridge Steel Bridges Steel I-Girder
Publication/ Report Number:

FHWA-HIF-16-002 - Vol. 21
Resource Type:

Tech Report
Geographical Coverage:

United States
Edition:

Final Report
Corporate Publisher:

United States. Federal Highway Administration. Office of Bridges and Structures
Abstract:

The purpose of this example is to illustrate the use of the American Association of State Highway and Transportation Officials (AASHTO) Load and Resistance Factor Design (LRFD) Bridge Design for the design of a continuous two span steel I-girder bridge. The design process and corresponding calculations for steel I-girders are the focus of this example, with particular emphasis placed on illustration of the optional moment redistribution procedures. All aspects of the girder design are presented, including evaluation of the following: cross-section proportion limits, constructibility, serviceability, fatigue, and strength requirements. Additionally, the weld design for the web-to-flange joint of the plate girders is demonstrated along with all applicable components of the stiffener design and cross frame member design.
Content Notes:

The previous version of this Handbook was published as FHWA-IF-12-052 and was developed to be current with the AASHTO LRFD Bridge Design Specifications, 5th Edition with the 2010 Interims. FHWA-HIF-16-002 was updated in 2015 by HDR, Inc., to be current with the AASHTO LRFD Bridge Design Specifications, 7th Edition.
Format:

PDF
Funding:

DTFH6114D00049
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:e0e5e993c490396126b160aa54ee1f8d03bff2bc7a71bed493aee0b196533e34
Download URL:

https://rosap.ntl.bts.gov/view/dot/42891/dot_42891_DS1.pdf
File Type:

No Additional Files

More +

Steel Bridge Design Handbook Design Example 2A: Two-Span Continuous Straight Composite Steel I-Girder Bridge

Details:

Supporting Files

You May Also Like