Sentence examples for beam specimens were designed from inspiring English sources

All of the beam specimens were designed using the effective bending stiffness or γ-method, in accordance with Annex B of Eurocode 5.

The beam specimens were designed in accordance with Annex S of CSA S806-12 and tested under four-point bending over a clear span of 2700 mm until failure.

Four full-sized coupling beam specimens were designed and fabricated according to the deep-beam design in the current KCI standard (KCI 2012).

The equivalent shear regions on the right and left-hand sides of the beam specimens were designed with two stirrup spacings (200 and 300 mm).

The equivalent shear regions on the right and left-hand sides of the beam specimens were designed with the stirrup spacing of 300 mm.

(2) Flexural-shear failure mode Since the equivalent shear regions on the right and left-hand sides of the beam specimens were designed with two stirrup spacings, named as L-20 and R-30 regions, the hysteresis loops and envelope lines were drawn for the critical region in one specimen, respectively.

The equivalent shear regions on the right and left-hand sides of the beam specimens are designed with one stirrup spacing (300 mm) except for two specimens, 6W70 and 6H70, with) two stirrup spacings of 200 and 300 mm.

Each beam specimen was designed to have the UHPFRC layer in tension and the NSC/HSC layer in compression.

Each coupling beam specimen was designed according to the deep-beam design procedure that does not use diagonal reinforcements and that is found in current standards.

In this research, fourteen composite beam specimens and four control specimens were designed.

These specimens were designed as secondary beams of a typical composite flooring system based on Australian guidelines with the lowest permitted level of degree of shear connection of 0.5.