Chimney at Varnsdorf:
ing. Jan Bláha, 2002
The statics, dynamics and critical loading analysis of the slender chimney were made. The masonry of the chimney were checked according to ČSN 73 1101 (Design of masonry structures). The presented review studies the effect of subsoil and variyng cross - section on the critical loading of a slender chimney in Varnsdorf.
A dynamics factor of a wind is 1,20 - 1,70. The critical lenght is 1,20 lo. The chimney is not satisfactory.
