I am looking at a rather unusual bridge configuration.
The girders are being skewed in a manner to decrease the span over a crossing. What you get is a bridge where the girders are skewed approximately 45 degrees with respect to LIVE LOAD TRAFFIC. The superstructure deck, therefore, is "wasted" outside of areas bounded by the concrete barriers.
Traditional live load distribution factors are out the window, naturally. Is there a live load distribution rationale that could be utilized to generate a reasonably accurate model without having to resort to finite element analysis? This is just to get a 30% layout complete. Subsequent submittal will utilize finite element analysis, just not at 30% if it it can be helped.
Thanks!
The girders are being skewed in a manner to decrease the span over a crossing. What you get is a bridge where the girders are skewed approximately 45 degrees with respect to LIVE LOAD TRAFFIC. The superstructure deck, therefore, is "wasted" outside of areas bounded by the concrete barriers.
Traditional live load distribution factors are out the window, naturally. Is there a live load distribution rationale that could be utilized to generate a reasonably accurate model without having to resort to finite element analysis? This is just to get a 30% layout complete. Subsequent submittal will utilize finite element analysis, just not at 30% if it it can be helped.
Thanks!