Индикаторы Линейрых Перемещений

Therefore, the main purpose of this International Standard is to specify proper values for. In precipitation both rain and snow the collision efficiency is close to one. Shapes of the accreted ice are primarily controlled by the amount and type of ice accreted and the size, shape andorientation of the exposed object. Match case Limit results 1 per page. Page 4. For the same reasons, on bigger objects the accreted ice normally will be concentrated on rims, sharp edges, etc. If a structure is guyed and the IC is R4, G2 or higher see clause 7 , there should not be public admittance to theareas located directly under the guy wires, e. Calculate the ice load the additional self-weight of ice as the total sum of ice masses found as mass per metretimes the length of the member. R1 0,5 56 23 36 35 13 4 R2 0,9 80 29 57 40 23 8 R3 1,6 37 86 48 41 14 R4 2,8 47 57 68 24 R5 5,0 61 71 42 R6 8,9 80 90 76 R7 16,0 R8 28,0 R9 50,0 Page 8. Accordingly, the criterion used in the analysis is. Such temperature inversions can occur in connection with warm fronts, or in valleyswhere cold air may be trapped below warmer air aloft. The exposed shadow area should include the windward part of the structure as well as the inside middle of the structure ladders, elevators, cables, etc. Typical structures where this effect is known often to cause problems are guyed masts where some of the guyropes may be heavily iced, while the other guys have less or no ice.

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