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Descripción: Ornamental Design and its application
Overheating is a common issue with Android phones, especially when playing games loaded with heavy graphics or while indulging in hardcore productivity tasks. The overheating tends to be more prevalent during summers than winters.
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thinkiit lecture notes iitjee mathematics
FLUID MECHANICS
Generally it has been noticed that differential equation is solved typically. The Laplace transformation makes it easy to solve. The Laplace transformation is applied in different areas of science, engineering and technology. The Laplace transformati
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A presentation showing applications of nanotechnology in Oil and gas industry.
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ED001: Recommended application of BS 6399-2 Discuss me ...
ULS, the condition with the door open should be considered as a serviceability limit state. The intent of the clause is that an alternative ULS loadcase should be considered, representing the accidental opening of a door during a severe storm. This is made clear by BRE Digest 436 [2], which states that when considering this alternative loadcase, the dynamic pressure should be recalculated using a probability factor, S p, of 0.8. In addition, since this is an accidental loadcase, all load factors used in load combinations should be taken as 1.0.
6.2.7
Frictional drag
Frictional drag should be calculated in accordance with Clause 2.1.3.8. Frictional drag is only applied to the most “downwind” zones of walls and roofs, i.e. zone C of walls and zone D of roofs. Frictional drag coefficients for different types of surface are given in Table 6.
6.2.8
Division by parts
Division by parts, familiar to designers using CP3:ChV:Part 2 is not allowed unless the building is taller than the cross-wind breadth. Designers are referred to Figure 11 of the Standard. Note that even for tall buildings, division by parts can only be used for positive pressures.
t n e m e e r g A e c n e c i L z i b l e e t S e h t f o s n o i t i d n o c d n a s m r e t e h t o t t c e j b u s s i t n e m u c o d s i h t f o e s U . d e v r e s e r s t h g i r 0 l 1 l 0 a 2 r t e h b g i r m e y v p o o N c s i 5 l 2 a i n r o e t d a e t m a s i e r h C T
6.3
Overall loads
6.3.1
Calculation of overall loads
Overall loads are calculated in accordance with Clause 2.1.3.6 as the sum of the loads on individual surfaces. When calculating overall loads (and only at this stage) the loads are amplified by (1+ C r), where C r is the dynamic augmentation factor (see Section 3). At this stage (and only at this stage) allowance should be made for the nonsimultaneous action between faces. To account for this effect, the Standard specifies that a factor of 0.85 be applied when calculating the overall loads. The non-simultaneous action can be thought of as allowing for the time delay between gusts acting on the faces of the structure. Where there is no time delay, the 0.85 factor should not be applied. Thus in Figure 6.2, there is a time delay between gusts acting on the upwind and downwind faces of the building. In this situation, the factor 0.85 is applied to all loads, at ULS and SLS.
Figure 6.2
Pressures due to wind across a building
When the wind direction is along the building, as in Figure 6.3, the time delay is only applicable to the pressures on the windward gable, the suction at a section along the building and the suction on the leeward gable. The specified
