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- W99880820 abstract "The stress-laminated timber bridge deck has been successfully used for short span bridges. A design philosophy, procedure, and related equations have been developed for a timber-steel composite deck design which may offer improved economy and performance where longer spans are required. The design incorporates a series of inverted steel T-beams within the stress-laminated timber deck. A significant number of currently used design specifications and construction methods for stress-laminated bridges along with a design procedure familiar to most bridge engineers have been included in this design procedure. Large shear forces between the deck and steel beams require steel dowels. A grid system composed of the steel T-beams and wooden diaphragms provides additional load distribution, and may facilitate the construction process. Standard lumber sizes and relatively unskilled labor may be used to construct the bridge. It is anticipated that the design's lightweight nature may result in significant cost savings for the substructure and construction equipment required. Efficient use of labor, materials and existing design practices make this design advantageous for many applications in the 12.2 m (48 ft) to 24.4 m (80 ft) span ranges." @default.
- W99880820 created "2016-06-24" @default.
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- W99880820 date "1996-10-01" @default.
- W99880820 modified "2023-09-27" @default.
- W99880820 title "STRESS-LAMINATED/STEEL T-BEAM BRIDGE SYSTEM" @default.
- W99880820 cites W2806518040 @default.
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