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The document contains calculations of bending moments (BM) for structural members with overhangs of 0.3m from supports. Uniformly distributed loads (udl) are provided for girder dead load, slab dead load, live load, and total dead load. BMs are calculated for each load case at increasing distances from the support. Effective lengths accounting for the 0.3m overhang are also provided.

Author

ethjetjet

Language

EN