Sentence examples for deflection moment from inspiring English sources

Static as well as free vibration analyses were performed and the results for deflection, moment resultants, and natural frequencies were obtained.

Solutions utilizing both of these methods are obtained for deflection, moment resultant, and shear force resultants for simply supported, clamped, and mixed (clamped-simply supported) boundary conditions.

The response of the columns under quasi-static reverse lateral cyclic loading (at constant axial load) was recorded in terms of lateral load v/s deflection, moment v/s curvature, energy dissipation, stiffness reduction and different ductility parameters.

The performance of the structure and soil is described and discussed, including the lateral deflection, bending moment, axial force, tensile force, and lateral earth pressure.

The structural analysis of the homogenized beam follows thick face plate kinematics giving the deflection, bending moment and shear force distributions.

The plate deflection, bending moment, and foundation reaction calculated using the FMM were compared with the results obtained from the analogous elastic model (EM) and the standard Merchant model (SMM).

The dowel deflection, bending moment and shearing were analyzed for dowel bars under the traffic loading, dowel length based on the second inflexion distance was computed and a relationship between dowel length and dowel diameter was established.

The trees selected for felling from the spring and summer stem bending treatments were chosen to cover a wide range of stem deflection and bending moment during the stem bending.

The stem bending force, bending moment and deflection, and the physical properties of the tree stems, were compared for the stem bending and control treatments using one-way analysis of variance (ANOVA) with the SAS procedure PROC GLM (SAS Institute, 2000) and the model: Y ij = μ + Treatment i + tree j i + e ij (3).

Table 1 Comparison of central deflection against analytical values (m) Open image in new window Open image in new window Fig. 7 Deflection and bending moment distributions under the slab own weight plus the balancing force prestressing cable along the slab center line in the simply supported slab considered in Sect.

The design parameters are adopted as the maximum dynamic deflection and bending moment of the beam.