Sentence examples for per unit height from inspiring English sources

The along-wind load per unit height at any height z on a chimney is calculated using the following equation: F_{z} = F_{zm} + F_{zi}, (2 where F zm is the wind load in N/m height due to hourly mean wind (HMW) speed at height z and F zi is the wind load in N/m height due to the fluctuating component of wind at height z.

The spectral accelerations are different for the v and w directions since the value of generalised mass per unit height of the building depends on the width, e.g. the narrower the width of the building that faces the stream of wind the higher the mass per unit length that needs to be considered to work out the integration over the area as in Eq. (8).

The along-wind load or drag force per unit height (N/m) of the chimney at any level is calculated using the following equation: F_{z} = p_{z} C_{text{D}} d_{z}, (1 where p z is the design wind pressure in N/m2 at height z, z is the height of any section of chimney from top of foundation in m, C D is the 0.8, drag co-efficient of chimney and d z is the diameter of chimney at height z in m.

According to the present analysis, chains having helical conformations with unit twist t = 210° (1.714 conformational repeat units, each composed of two monomeric units per helix turn) and unit height h = 3.91 Å, corresponding essentially to s(127 2 symmetry, are packed in a tetragonal unit cell with a = 18.03 Å.

Average node density on the outer shell surface was 239 nodes per cm2, and the shell unit height was about 2.8 to 3.3 times its width.

The tendency of these polymers to form liquid crystalline phases is due to the rod-like helical conformation in the polymer backbone, which is estimated to be seven units per two turns (7/2) with a unit height of 1.054 Å along the helix axis.

These responses are normally defined by the appropriate response amplitude operators in the form of response per unit wave height.

The efficiency metrics used in these studies included the number of theoretical plates per unit bed height as well as attributes of flow-through and eluted peaks.

The results obtained showed that the cation exchange cuboid packed-bed device significantly outperformed its equivalent commercial column (e.g., the number of theoretical plates per unit bed height was 8636/m for the cuboid packed-bed device as opposed to 1480/m for the column at a flow rate of 0.5 mL/min).

Inter-storey drift is the relative displacement between the adjacent floors per unit storey height in the direction of force.

Production cost (per unit input).