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this animation demonstrates the various structural components of the deck truss the deck truss portion of the bridge was supported on four peers number numbered from the south as Piers 5 6 7 and 8 Pier 7 on the north side of the river had a fixed bearing meaning that the structure rested on the pier and that there was no mechanism for allowing movement of the structure relative to the pier at this location at peers five 6 and 8 there were roller bearings between the peers and the truss these roller bearings allow for thermal expansion and contraction of the deck trust relative to the peers at these locations the deck trust portion of the bridge had two main trusses that extended a total length of 1,64 Ft these two trusses are the main support for the bridge deck the design of the bridge is non-redundant which means that failure of an individual member in a trust would cause collapse of the bridge the center span of the truss across the Mississippi River was 450 56 ft long the North and
