A practical method to compute shear force and bending moment envelope curves for isostatic bridges subjected to vehicle live loads
In order to obtain the envelope curve of shear force and bending moment induced by vehicle live loads along Mexican isostatic bridges with spans from 15.0 to 50.0 m, fi rst and second-degree equations are calculated by considering the position from the initial right joint to the fi nal left joint o...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Universidad de Antioquia
2015-12-01
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Series: | Revista Facultad de Ingeniería Universidad de Antioquia |
Subjects: | |
Online Access: | https://revistas.udea.edu.co/index.php/ingenieria/article/view/22701 |