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 Bridge Technology

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

2012-11-01
By Barth, Karl E.

[PDF-2.81 MB]

English

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Details:

Creators:

Barth, Karl E.
Corporate Creators:

United States. Federal Highway Administration. Office of Bridge Technology
Corporate Contributors:

HDR Engineering
Subject/TRT Terms:

[+]

Bridge Design Girders Steel Bridges
Publication/ Report Number:

FHWA-IF-12-052
Resource Type:

Tech Report
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration. Office of Bridge Technology
Abstract:

The purpose of this example is to illustrate the use of the AASHTO 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.
Format:

PDF
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:e04d8c623f5a1e3bb6500356c6c62af40f76f10f26e4e1fae28f050aa940467e
Download URL:

https://rosap.ntl.bts.gov/view/dot/49760/dot_49760_DS1.pdf
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No Additional Files

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

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