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Each beam was designed with bars spliced at midspan in a constant moment region.
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.
Similar(58)
A beam is designed with notches at either end at the compressive reinforcement (top mat) layer (see Fig. 3).
The RC beams are designed with shear deficiencies and strengthened by externally bonded carbon fibre fabrics.
In order to have minimum shear reinforcement, the reinforced HSC beams were designed with longitudinal steel bar ratios of 0.64 0.72%.
Five RC beams were designed with the fundamental flexural mode frequencies in the range of 6.5 18.0 Hz for the uncracked state.
BEAM was designed to protect from such impacts with multiple layers of soft goods including a bladder and a micro-meteoroids and orbital debris (MMOD) shield.
This suspended beam and plate was designed with silicon oxide (SiO2) film which was fabricated using bulk silicon micromachining technology on both side of a silicon substrate.
As a key enabler of high accuracy in this process, a compact desktop-size beam flexure-based nanopositioner was designed with millimeter range and nanometric motion quality.
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).
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