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Stirrup sample. Stirrups form the outer part of a rebar cage. The function of stirrups (often referred to as 'reinforcing steel links' and 'shear links') is threefold: to give the main reinforcement bars structure, to maintain a correct level of concrete cover, and to maintain an equal transferance of force throughout the supporting elements. [30]
Inexpensive stirrups may be made of nickel, which can easily bend or break. Stirrups may also be made of synthetic materials and various metallic alloys. There are many variations on the standard stirrup design, most claiming either to be safer in the event of a fall or to make it easier for a rider to maintain a proper foot and leg position.
There are some analytical stress-strain models and damage indices for confined and unconfined concretes to simulate reinforced concrete columns that make possible without any experimental test to evaluate the stress-strain relationship and damage of confined and unconfined concretes situated inside and outside of stirrups.
The engineering study of every reinforced concrete construction, whether it is a building, a bridge, a bearing wall, or another structure, dictates the positioning of steel rebars at specific positions in the volume of concrete (predicted concrete cover of steel reinforcement bars). This cover varies between 10 mm and 100 mm.
The neck of western spurs is usually longer and the rowel wide in diameter, to accommodate the leg position of the western-style rider, where the stirrup is adjusted long, and the heavy leather used for the saddle's fenders and stirrups places the rider's leg a bit farther from the horse. English riding spur
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Construction codes of practice define maximum and minimum amounts of reinforcement as well as the detailing of steel bars. Common construction methods for in-situ reinforced concrete walls include traditional shuttered lifts, slip form, jump form and tunnel form.
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