Sentence examples for beams was calculated using from inspiring English sources

Shear strength of the beams was calculated using an analytical expression given in literature for plain concrete beams and here extended to the case of fibrous concrete beams of hooked steel fibers on the subject, while the analytical results in terms of load deflection curves, under monotonic actions, were generated using a non-linear finite element program (DRAIN-2DX).

Using (A_{v}^) in place of (A_{v}), (V_{text{thc}}) values of all corroded beams were calculated using ACI 318 08 (2008) in which (V_{text{thc}}) equals to the sum of shear strength of concrete (V_{text{c}}) and shear strength provided by shear reinforcement, (V_{text{s}}^) (using reduced area of stirrups).

Natural frequencies of several micro-beams are calculated using derived non-classical models and results are compared to the experimental ones.

The onset of instability in terms of the critical value of the nondimensional aerodynamic pressure for the sandwich beam is calculated using the p-method scheme.

The energy release rate in delamination of angle-ply laminated double cantilever composite beam specimens was calculated using the compliance equation, and interlaminar cohesive strengths were obtained.

The electric field distribution near the beam focus was calculated using the angular spectrum method [ 36] for a 1.2 numerical aperture objective (axial FWHM ≈0.9 μm).

The variation between strains within each group was due to differences in the tibial moment of inertia in each rat.> -wrap-foot> Compeakstraineak strain was calculated using beam-bending theory based on each moment of inertia.

Considering a diffraction limited focal spot, a beam waist radius of 4 µm was calculated using a NA = 0.08.

The analytical spatial correlation results in the antenna and beam domains were calculated using (8) and assuming that the beam patterns at the transmitting mobile terminal were ideally omnidirectional (antenna gain is in unity in all azimuth directions).

The beam response is calculated using the modal analysis method.

The first and second modes of vibration for a beam have been calculated using the commercial computational fluid dynamic package Fluent6.1, together with the liquid surface distribution and the fluid force.