Safety Factors, Loads, and Impact

by
Committee on Cable-Stayed Bridges of ASCE


Part of: Guidelines for the Design of Cable-Stayed Bridges

Abstract:

The loads given in this chapter are intended for general guidance only (including wind, ice, stream flow, etc.). Maximum deflections and rotations may likewise vary with national codes. In all cases, loads must be considered in conjunction with allowable stress and/or load factors.

Subject Headings: Load factors | Ice loads | Wind loads | Impact loads | Wind engineering | Streamflow | Standards and codes

 

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