girder stay
1.Because the intervals of two side girders are relatively large in the structure of the floor, it is not even and some and out of shape that its bridge of panels must be produced at the same time horizontally and crookedly and vertically except deforming wholly, level analyse can receive the satisfied result already at this moment, is it is it accord with floor structure real work state , girder of cable-stay bridge just to analyse with whole out of shape relevant non-linear space of function while being out of shape while being above-mentioned to consider only, but about this research rarely seen to report bridge worker is it understand their receive strength characteristic in an all-round way to need badly publicly.
