Transcription of WisDOT Bridge Manual Chapter 13 – Piers
{{id}} {{{paragraph}}}
Example: tourism industry
WisDOT Bridge Manual Chapter 13 – Piers
WisDOT Bridge Manual Chapter 13 Piers January 2018 13-1 Table of Contents General .. 3 Pier Type and Configuration .. 3 Bottom of Footing Elevation .. 3 Pier construction .. 4 Pier Types .. 5 Multi-Column Piers .. 5 Pile Bents .. 6 Pile Encased Piers .. 7 Solid Single Shaft / Hammerheads .. 8 Aesthetics .. 8 Location .. 9 Loads on Piers .. 10 Dead Loads .. 10 Live Loads .. 10 Vehicular Braking Force .. 11 Wind Loads .. 11 Wind Load from the Superstructure .. 13 Wind Load Applied Directly to Substructure .. 14 Wind Load on Vehicles .. 15 Vertical Wind Load .. 16 Uniform Temperature Forces .. 16 Force of Stream Current .. 19 Longitudinal Force .. 19 Lateral Force .. 19 Buoyancy .. 20 Ice .. 21 Force of Floating Ice and Drift .. 21 Force Exerted by Expanding Ice Sheet .. 22 Centrifugal Force .. 23 Extreme Event Collision Loads .. 23 Load 25 WisDOT Bridge Manual Chapter 13 Piers January 2018 13-2 Loading Combinations.
WisDOT Bridge Manual Chapter 13 – Piers July 2021 13-1 ... 13.1.3 Pier Construction ... for analysis guidelines. A minimum of three columns shall be provided to ensure redundancy should a vehicular collision occur. If the pier cap cantilevers over the …
Tags:
Information
Domain:
Source:
Link to this page:
Please notify us if you found a problem with this document: