S5002323

261

Fig 3. Axonometnc reconstruction of building 0/87-1, its Southern front and lateral view from the west

----i--of the later building

rda: Reconstruction of the structure 0/87

wind pressure i* provided the reached around rly winds which y would expose i load of up to blems. Although orter, end sides tccording to the d have added to 1-52) a weight of nost 9 tons (see s could the roof cumstances, ac-I must not forget hip. qu ality tim-and a most rigid dity both in its he weight of the of the plan area > ver and possible the load of the ion would rangę i.e. c. max. 2.73 posts. These are ions. of bearing her, as hard o ak->f 15% can with-tress of between l with the wood

times that proves of similar design stability loss over id 1980, 340, Fig. ilding I in MSec-asons other than a period.

f the process

sld observations perfect condition, [s unexplained. The wind, collapsed as n the eastem side. subject to various .    —    OUt