Sentence examples for height of section from inspiring English sources
In this equation ρ w is ratio of shear reinforcement around the opening, and k u and k p, are factors which are dependent to the height of section and the ratio of longitudinal reinforcement, respectively.
For any other triangular section of the room, measure and multiply together the base and height of the section.
Figure 4 Dependence of first three levels of CC energy in CQD with thin falciform cross section on height of segment L1 for Pöschl-Teller potential realization case.
Figure 7 Dependences of AE in CQD with thin falciform cross section on height of segment L1 for fixed values of L2 for both parabolic and Pöschl-Teller cases Figure 8 Dependences of AE in CQD with thin falciform cross section on height of segment L2 for fixed values of L1 for both parabolic and Pöschl-Teller cases.
Figure 5 Dependence of AE in CQD with thin falciform cross section on height of segment L1 for parabolic potential realization case for fixed values ofL2 Figure 6 Dependence of AE in CQD with thin falciform cross section on height of segment L2 for parabolic potential realization case for fixed values of L1.
Figure 3 Dependence of first equidistant family of CC energy in CQD with thin falciform cross section on height of segment L1 for both parabolic and Pöschl-Teller cases.
Five distinct parameters, namely height of cross section of the fan, outlet angle of the flow relative to the fan axis, thickness of airflow outlet slit, hydraulic diameter, and aspect ratio for circular and quadratic cross sections were considered.
Height of any section of chimney from top of foundation.
The effective height of test section is 10 cm.
If reinforcement is not placed symmetrically along the cross-section, the strain due to shrinkage of concrete causes non-uniform stress and strain distribution within the height of the section.
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.
