https://www.ingeciber.com/
INGECIBER - Servicios
INGECIBER S.A.
SITE MAP •  Work •  QA Quality  • ENGLISH / ESPAÑOL
Steel Communication Tower

The customer requires an structural analysis of a communication tower according to Eurocode 3. Additionally a nonlinear buckling analysis will be performed.

 


The materials of the steel tower are E36 and E24. E=2.1E+11, Density =7850 Kg/m3 and Poisson =0.3. The antenna show below is assembled in the platform.

 

        

 

The Eurocode check fails in Compression buckling, Shear, Bending, and Combined Axial + Bending + Shear checking. The tower was strengthened with cables.

 

 

A nonlinear analysis is performed in order to shown the buckling geometrical nonlinearity as a “push over” test. Nonlinear buckling appears in these bars.

This page is optimized for a screen resolution of 1024x768px.
COPYRIGHT 2019  •  INGECIBER, S.A.  •  LEGAL DISCLAIMER