Sentence examples for section of the load from inspiring English sources

Kruger et al. (2013) used a boundary element method to calculate the stress distribution of an asymmetric tooth, the stress state when an adjacent tooth is loaded, and the influence of plastic deformation due to the generation of a high compressive stress in the deep section of the load point.

Apparent shear stiffness (Pa/mm) was obtained from the slope of the linear section of the load-deformation curve.

Shear stiffness (in MPa/mm) was obtained from the linear section of the load-displacement curve and calculated as shear stiffness = (Δload / πDL) / ΔT, where T is the displacement.

Maximum shear stiffness (MPa/mm) was obtained from the slope of the linear section of the load-displacement curve, and total energy absorption (J/m) was calculated as the area under the load-displacement curve until failure.

Longitudinally varying the material properties may be an adequate optimization solution when there are restrictions in varying cross sections of the load carrying elements but leads to distorted and variable length buckling and post-buckling deformation waves.

It is apparent that the number of sections between the load drops are equal to the number of OU pipelines, 64 in this case.

The root bending stress calculated by Eq. (5) is a maximum tensile stress on the dangerous section at the load side of tooth (the root bending stress mentioned in this paper all refers to this maximum stress), as shown in Figure 2.

Numerical results are obtained for the coupled frequencies and mode shapes (in terms of the location of axes of rotation of the cross-section) for different values of the load and the geometry parameters.

In Section 5, a detailed explanation of the load balancing signaling for the clustered PMIPv6 domain is done and followed by Section 6, where the system architecture that is used as the environment for the LB-CPMIPv6 mechanism is presented and the performance evaluation for LB-CPMIPv6 mechanism is discussed.

The loads are applied at the C.G of the section by using the load cell and before applying the load, the verticality of the column is verified.

The deflection of a two-way slab is related to the amount of load, the material's elastic modulus (E), and geometrical properties such as the length (L) and moment of inertia of a section in the load-carrying direction (I).