FM 5-212
| Field Manual No. 5-212 |
Headquarters Department of the Army Washington, DC, 7 February 1989 |
FM 5-212 |
MEDIUM GIRDER BRIDGE |
Table of Contents
Preface
Chapter 1 - Medium Girder Bridge Components
Advantages of the MGB/LRS
Disadvantages of the MGB/LRS
Major Parts
Allocation/Capabilities
Component Lists
MGB Design
Chapter 2 - MGB 4-12 Bay SS Design
Chapter 3 - MGB 1-12 Bay DS Design
Chapter 4 - MGB 13-22 Bays Without LRS (where water level or any obstructions are at least 2.7m below bank heights)
Chapter 5 - MGB 13-22 Bays With LRS (where water level or any obstructions are at least 3.7m below bank heights)
Chapter 6 - MGB Design Pro Forma (all measurements are in meters)
SS 4 Through 12 Bays
DS 2E + 1 Through 2E + 12 Bays
DS 2E + 13 Through 2E + 22 Bays Without LRS (where water level or any obstructions are at least 2.7m below bank heights)
DS 2E + 13 Through 2E + 22 Bays With LRS (where water level or any obstructions are at least 3.7m below bank heights)
Appendix A - Safety Rules (for all MGBs)
Appendix B - MGB Building, Boom, and Delaunch Tables
Appendix C - Counterweights for MGBs
Glossary
References
Authorization Letter
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