Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Rapid method for estimating maximum bending stress in simple-span highway bridges
Maximum combined bending stresses caused by dead load, live load, and impact in simple-span beam bridges may be estimated in 2 simple steps: by converting any particular vehicle under consideration into its equivalent H truck loading on any span by use of conversion coefficients, or by determining stress producing effects from charts once H-equivalency of given vehicle has been determined for given span.
Rapid method for estimating maximum bending stress in simple-span highway bridges
Maximum combined bending stresses caused by dead load, live load, and impact in simple-span beam bridges may be estimated in 2 simple steps: by converting any particular vehicle under consideration into its equivalent H truck loading on any span by use of conversion coefficients, or by determining stress producing effects from charts once H-equivalency of given vehicle has been determined for given span.
Rapid method for estimating maximum bending stress in simple-span highway bridges
Nat Research Council -- Highway Research Board -- Bul
Stephenson, H.K. (Autor:in)
1961
16 pages
Report
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Vibration of Simple-Span Highway Bridges
| ASCE | 2021
Vibration of simple span highway bridges
| Engineering Index Backfile | 1957
Vibration of two-span and simple-span highway bridges
Engineering Index Backfile | 1963
Dynamic behavior of simple-span highway bridges
| Engineering Index Backfile | 1961
Impact Factors for Simple-Span Highway Girder Bridges
| Online Contents | 1994