Sentence examples for beams were predicted using from inspiring English sources

The failure loads of tested beams were predicted using a simple strut and tie model by incorporating the effect of the strengthening system in the diagonal strut capacity.

The ultimate capacity of the test beams was predicted using the proposed resistance-demand procedure.

The load carrying capacity of the beams was predicted using STM.

The shear capacity of the beams was predicted using the proposed procedure and compared with the experimental values.

The ultimate capacity of the beams was predicted using the ACI 318-11 code and ACI 440.1R-06 guidelines.

The fundamental frequency of the beams was predicted using simple analytical models and good correlation between the test results and predicted values could be obtained.

Functional areas were predicted using PROSITE.

RNA secondary structures were predicted using RNAfold.

Deflection of these GFRP rebar reinforced beams has been predicted using an earlier model available in the literature.

It was noticeable that the flexural crack height was greater in the SCC and VC beams than it was predicted using cracked section analysis.

Stress was predicted using beam theory and finite element analysis (FEA).