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TB 9-2300-247-40
s.
Prime and paint repair area and surrounding
rail. Even though no particular frame deficiencies are
surfaces as specified in TM-43-0139.
specifically mentioned, the advantages of each of these
repair methods should be evaluated and the method of
t.
Verify frame alinement as specified in Chapter 3.
repair selected, according to the type and location of the
defect, as well as, the availability of materials. The
procedures to be followed in the application of the repair
49.
Defect. Typical Non-weldable Frame Defects.
sketches of Figures 36 thru 38 are similar to those
specified under frame repairs in paragraphs 49 thru 58
used to repair heat treated vehicle frame side rails where
and are not repeated.
welding is not permitted These repair methods may be
applied to cracks in the lower flange of the frame side
Figure 34. Fabrication Details for Reinforcements of 5-Ton Truck Frames
31
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