Sentence examples for maximum vertical load from inspiring English sources

The oleo-pneumatic mechanism is conceived with the aim of maximizing the oleo-pneumatic efficiency, since it is critically depending on the maximum vertical load factor and on the strut length, whereas the structure is generally sized by combining the design vertical loads with the maximum expected horizontal loads.

Figure 8 shows that a part of the longitudinal reinforcement near the removed column had entered the yield state at State D. At State D, the structure attained a maximum vertical load of 60.7 kN at a vertical displacement of 345 mm, at which point one of the bottom steel bars of frame beams adjacent to the removed column on A-axis ruptured, as shown in Fig. 10.

However, the current design of leaf spring support eyes is solely estimated based on the maximum vertical loads exerted on the leaf spring.

The data showed that the floor unit was both stiff under service load, with maximum vertical deflections less than span/2500, as well as possessing sufficient strength for ultimate loading, carrying 2.5 times the factored design load in a more critical asymmetric loading scenario.

The maximum vertical impact forces versus axle load with different flat lengths are plotted in Fig. 12b.

It is shown that a linear increase relationship between the maximum vertical impact force and axle load is found for each flat length case.

The performance of studied steel beams as obtained from the numerical model; peak load, normal stresses and strain (tensile and compressive), shear stresses and the maximum vertical displacement at the ultimate loads according to the proposed plan in different parameters are showed in Table 4.

Kinetic variables of interest will include the vertical loading rate [ 46], and maximum vertical ground reaction force.

To concentrate the plastic hinges at the connecting beams when subjected to seismic load, the elements other than the connecting beams should be designed to resist the combination of factored gravity loads and the maximum vertical shear force developed at the connecting beams, V p, which is obtained as follows: Open image in new window Fig. 13 Free body diagram of the model structure.

The PSFC I-Beams were placed in a vertical loading system at the University of Houston and were subjected to vertical load up to their maximum shear capacity, until failure.

Differences ranging from 0.2% to 21.5% for maximum vertical and lateral tyre deflections were found between static load tests and engineering data provided by the tyre manufacturer.