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Military

Chapter 1

Medium Girder Bridge Components

The medium girder bridge (MGB) is lightweight, hand-built, bridging equipment, it can be built in various configurations to provide a full range of bridging capability for use both in the forward battle area and in the communications zone. Speed of erection by few soldiers is its major characteristic.

The MGB parts are fabricated from a specially developed zinc, magnesium, and aluminum alloy (DGFVE 232A). This enables a lightweight, high strength bridge to be built. All except three parts weigh under 200 kg. Most parts can be handled easily by four soldiers. The three heavier parts, used in limited quantities, are six-man loads.

The MGB is a two-girder, deck bridge. The two longitudinal girders, with deck units between, provide a 4.0m wide roadway. Girders of top panels can form a shallow, single-story configuration. This type of bridge is used for short spans that will carry light loads. A heavier double-story configuration using top panels and triangular bottom panels is used for heavy loads or longer spans. Single-story bridges can be constructed by 9 to 17 soldiers. The normal building party for double-story bridges is 25 soldiers.

The bridge can be supported on unprepared and uneven ground without grillages. It is constructed on one roller beam for single-story construction; two roller beams, 4.6m apart, for double-story construction; and on three roller beams when constructing a double-story bridge over 12 bays long. The ends of the roller beams are supported on base plates and each can be adjusted in height. No leveling or other preparation of the ground is required. Single-span bridges are launched using a centrally mounted launching nose (Figure 1).

A third configuration using the link reinforcement set (LRS) is constructed when a long, high class type of bridge is required. The LRS deepens the girder and transfers the load throughout the length of the bridge. This type of construction requires a building party of 34 soldiers, and is built on three roller beams.

ADVANTAGES OF THE MGB/LRS

Lightweight -- no component requires more than six soldiers to lift or carry.

Easy to assemble -- components have special alignment aids built into them.

Minimal maintenance -- very little lubrication required.

Air transportable -- in either standard pallet loads or in partially assembled bridge configurations.

Compatibility -- all US components will fit MGBs in use by allies, except for launching nose cross girder (LNCG) posts.

DISADVANTAGES OF THE MGB/LRS

Length -- Maximum length is 49.7m.

Military Load Class (MLC) -- MLC is 60, not 70.

MAJOR PARTS (See Figure 2).

Top panel.

End taper panel.

Bankseat beam.

Ramps -- US (long) and UK (short).

Bottom panel.

 
 

Deck unit.

Junction panel.

 

ALLOCATION/CAPABILITIES

An MGB company (corps level) is issued four bridge sets, two erection sets, and two link reinforcement sets. These are divided between two platoons.

MGB DESIGN

STEP 1. Measure the angle of repose (AR) gap. This step is common to all lengths and configurations.

Select a bridge centerline. The centerline should extend from a point approximately 15.2m on the far bank to a point approximately 45.7m on the near bank. This will ensure that there is space on the far bank for vehicle egress and space on the near bank for the R distance of any bridge length. There should be sufficient clear area extending out 3.0m on both sides of the centerline for its full length to allow for bridge construction.

Determine the location of firm ground on the near and far banks.

(1) For the field method of determining firm ground, assume the AR of the soil to be 45 degrees.

(2) At the edge of firm ground on the near bank, place the A' peg. At the edge of firm ground on the far bank, place the A peg. The distance between the two pegs is known as the AR gap. Keep in mind that the MGB must not bear on the ground at either end for more than 2.1 m (SS) or 2.3m (DS), regardless of its length.

If actual slope of bank does not exceed 45 degrees horizontal, place A and A' pegs as shown in a or b below.

If actual slope of bank does exceed 45 degrees from the horizontal, place A and A' pegs a distance H from the toe of slope which is equal to the height of the bank measured from the toe of slope to the top of the gap, as shown in c above.

NOTE: Gaps in illustration are shown with one prepared and one unprepared abutment. Actual sites may be any combination of examples shown.

c. Measure the distance from the edge of firm ground on the near bank (A' peg location) to the edge of firm ground on the far bank (A peg location) using one of the methods described below. This distance is known as the AR gap.

(1) Triangulation method.

(2) A string line with a weight attached thrown across the gap and measured while being retrieved.

(3) If in a relatively secure area and site conditions allow, a tape measure should be used.

d. Select the type of bridge to be built, based on resources available, the MLC desired, and the AR gap.



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