Sentence examples for beams were designed with from inspiring English sources
Five RC beams were designed with the fundamental flexural mode frequencies in the range of 6.5 18.0 Hz for the uncracked state.
In order to have minimum shear reinforcement, the reinforced HSC beams were designed with longitudinal steel bar ratios of 0.64 0.72%.
The RC beams are designed with shear deficiencies and strengthened by externally bonded carbon fibre fabrics.
A beam is designed with notches at either end at the compressive reinforcement (top mat) layer (see Fig. 3).
A full-scale post-tensioned concrete beam was designed with a rectangular cross section of b × h = 625 × 1500 mm and a total length of 20,000 mm.
The beams were designed based on Australian guidelines with a degree of shear connection equal to 0.79.
A total of 14 RC T-section deep beams were designed to be deficient in shear with a shear span-to-effective depth ratio (a/d) of 1.22.
A 2 lateral proton beams were designed to treat the bulky tumor volume with 2 electron beams treating the nodal volumes.
The beam ends were designed with standard, RBS, cover-plate, taper flange, and welded haunch respectively.
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).
