1. For LRFD, try a girder section with 1.25 x 18 flange plates and a 0.25 x 50 web plate. Use the Tension Field Design Method wherever applicable. Design the intermediate stiffeners. Make a comparison of these two solutions.
2. For LRFD, find the minimum web thickness that can be used in the Conventional Design Method without any intermediate web stiffeners. Make a comparison of these two solution.
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