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Secondary stresses in bridge members due to their own weight
Method given for finding stress resulting from weight of tension member in terms of its length, radius of gyration and depth.
Secondary stresses in bridge members due to their own weight
Method given for finding stress resulting from weight of tension member in terms of its length, radius of gyration and depth.
Secondary stresses in bridge members due to their own weight
Civ Eng (NY)
Hanson, W.E. (author)
1944
2 pages
Article (Journal)
English
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