Sentence examples for less shear force from inspiring English sources

The amount of expansion in (B_{text{f}}) increases with the length, causing (delta_{text{f}}) to be smaller than (delta_{text{m}}) and thus generating less shear force in the front leg than that in the middle one (see Fig. 4 for a middle leg's position ranging between 0.5 and 1).

The expansion in (B_{text{f}}) and the compression in (B_{text{h}}) cause (delta_{text{f}}) and (delta_{text{h}}) to be less than (delta_{text{m}}); these expansion and compression generate less shear force in the hind and the front legs than that in the middle one (see Fig. 4 when the middle leg's position is at 0.5).

Marginal regions of the disc, which were not in direct contact with the water-jet may result in higher amounts of residual bacteria due to less shear force.

Thus, new agitation type with less shear force is urgently required for the biofuel engineering [ 7], which can be achieved only through a full understanding of the undergoing agitation-associated mechanism.

As the applied shear force is less than the cracking shear force, V cr, the member keeps diagonally uncracked and its shear behavior can be considered to be elastic.

Hence, these codes (ECP 2008; NBCC 2005; ASCE 2005) require the designer to check whether the modal base shear force is less than 85%% of the base shear force from the equivalent static force method.

Hence, these codes (NBCC 2005 ASCE 2005) require the designer to check whether the modal base shear force is less than 85% of the base shear force from the equivalent lateral force method.

It was found that for the granular system with adding the more viscous silicone oil, the system became less active due to the greater shear force and cohesive force, which resulted in the decrease of velocity fluctuations and diffusions.

In the normal T beams he tested, the web element carried less than half of the total shear force even under ultimate loading stages, and the distribution ratio was largely dependent upon the ratio between web stiffness and chord stiffness.

With regard to the ratios that fell below 1.0 an unconservative result this situation has been observed by other researchers (Collins and Kuchma 1999), and it is important to note that the majority of standards do not allow sections without stirrups unless the factored shear force is significantly less than the concrete capacity in shear.

On the contrary, in the talonavicular joint the articulation is different - the contact surface is much small with less favorable shearing forces present.