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Section III. PRELIMINARY PLANNING
Maximum loading of bridge components
TM-5-5420-212-10-1 Improved Flaot Bridge Consisting of: Transporter Interior Bay Ramp Bay Manual
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ARMY TM 5-5420-212-10-1
MARINE CORPS TM 08676A-10/1-1
TABLE 3-1 Maximum loading for girders
Item
Part
Maximum Loading
Moment
of
Resistance
Shear
1
Bridge,
Single Story
Single girder
677 kNm
223 ton ft
189 kN
19 ton
2
Bridge,
Single Story
Single girder
91 kNm
30 ton ft
189 kN
19 ton
3
Bridge,
Double Story
Single girder
2970 kNm
978 ton ft
388 kN
39 ton
4
Bridge,
Double Story
Single girder
896 kNm
295 ton ft
388 kN
39 ton
5
Launching Nose
Heavy
522 kNm
172 ton ft
150 kN
15 ton
6
Launching Nose
Heavy
222 kNm
73 ton ft
150 kN
15 ton
3-4
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