Steel Bridge Design Handbook Design Example 1: Three-Span Continuous Straight Composite Steel I-Girder Bridge

Grubb, Michael A.; Schmidt, Robert E.; United States. Federal Highway Administration. Office of Bridge Technology

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Steel Bridge Design Handbook Design Example 1: Three-Span Continuous Straight Composite Steel I-Girder Bridge

2012-11-01
By Grubb, Michael A. ; Schmidt, Robert E.

[PDF-3.80 MB]

English

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Creators:

Grubb, Michael A. ; Schmidt, Robert E.

Grubb, Michael A. ; Schmidt, Robert E. Less -
Corporate Creators:

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

HDR Engineering
Subject/TRT Terms:

[+]

Bridge Design Girders Load And Resistance Factor Design 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 basic application of the AASHTO LRFD Bridge Design Specifications to the design of straight steel I-section flexural members is illustrated through this design example. The example illustrates the design of a typical threespan continuous straight steel I-girder bridge with spans of 140.0 feet – 175.0 feet – 140.0 feet. Specifically, the example illustrates the design of selected critical sections from an exterior girder at the strength, service and fatigue limit states. Constructibility checks, stiffener and shear connector designs are also presented.
Format:

PDF
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha256:765d42ba67a7518dea32a021abd584db84aa725432c2373eed12b9afc645888d
Download URL:

https://rosap.ntl.bts.gov/view/dot/49759/dot_49759_DS1.pdf
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Steel Bridge Design Handbook Design Example 1: Three-Span Continuous Straight Composite Steel I-Girder Bridge

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