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Military

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


DISTRIBUTION RESTRICTION: Approved for public release; distribution is unlimited.



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