Maximum loading of bridge components

TABLE 3-2 Maximum loading for 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 c. Maximum loading of bridge components Table 3-2 explains the maximum load capacities of the major MGB components. The table shows the maximum load permitted and where the load is applied during bridge operation. TABLE 3-2 Maximum loading for components Item Part Maximum Loading Description of load Application Load 1 End Taper Panel Load applied across full jaw position. Support to be uniformly dis- tributed about and across full width of panel 200 kN 20 ton 2 Deck Unit Load across full width anywhere on span 109 kN 11 ton 3 Ramp Unit Load across full width anywhere on span 154 kN 15.5 ton 4 Sway Brace Tension Compression 85 kN 8.5 ton 70 kN 7 ton 5 Launching Nose Light (Rear Section) Load across full width anywhere on span 35 kN 3.5 ton 6 Launching Nose Light Load across full width anywhere on span 12 kN 1.2 ton 3-5

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