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STRUCTURAL DESIGN - PART 10

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15. Load combination 6A

  • 1,35 permanent loads + 0,54 traffic loads on the whole bridge + 1,5 uniform thermal variation of -15 °C
  • mean values of the elasticity modulus for the whole structure

fig. 46 - deformed configuration (load combination 6A)

fig. 47 - principal stresses S1 (load combination 6A)

fig. 48 - principal stresses S3 (in kg/cm2) (load combination 6A)

fig. 49 - principal stresses S3 (in kg/cm2) (load combination 6A)

fig. 50 - principal stresses S3 in the arch (in kg/cm2) (load combination 6A)

fig. 51 - principal stresses S3 (in kg/cm2) at the arch extrados (load combination 6A)

fig. 52 - principal stresses S3 (in kg/cm2) at the arch intrados (load combination 6A)

CREDITS:

Intellectual property of this report and of the design drawings is owned by the University of Florence - Department of Civil Engineering

author of the text: Prof.Eng. Andrea Vignoli – other contributes have been mentioned in related paragraphs

© - General Engineering Workgroup -

SOURCE:

Final Design Report
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