Sentence examples for area of reinforcement from inspiring English sources

Calculated total area of reinforcement: A fTot_PD = 2A f_PD = 0.02 mm.

At any particular age of concrete, the beams with lesser percentage area of reinforcement in tension zone exhibits more growth of strain than in beams with more percentage area of reinforcement.

The variables were percentage area of reinforcement in tension zone, span, and age of concrete for RCC beams.

The only difference between the two beams was percentage area of reinforcement present in its tension zone (Ast).

It finds the minimum area of reinforcement required to satisfy user specified design constraints subject to practical detailing considerations.

Open image in new window Fig. 4 Growth of strain at mid span section of RCC beams with different percentage area of reinforcement.

In reinforced concrete beams, the influence of percentage area of reinforcements and its span, in growth of time-dependent strain were investigated.

The numerical study shows that the reinforcement area of the reinforcement rock unit (RRU) could be used to optimize the design of the rockbolt.

Table 4 Geometric and material properties of specimens Specimen Shape D L/D Steel reinforcement section Area of steel reinforcement (mm2) t Area of concrete (mm2) CFT Circle 538 5.57 – – 14 204,282 C-Cross Crosse 538 5.57 Cross IPE 7810 14 204,282 C 2 IPE Circle 538 5.57 2 IPE 7810 14 204,282 CB 200 Circle 538 5.57 IPB 200 7810 14 204,282 The columns are considered as fixed-end columns.

The shear contribution of the FRCM reinforcement, V f, is given by Eq. (4): V_{text{f}} = nA_{text{f}} f_{text{fv}} d_{text{f}} (4 where n is the number of plies, d f is the effective depth of the FRCM shear reinforcement and A f is the area of fabric reinforcement by unit width effective in shear.

Beam properties Cross-section height h = 305 mm Cross-section effective height d = 248 mm Effective depth of shear reinforcement d fv = 305 mm Web width b w = 152 mm Compressive strength of concrete (f_{text{c}}^{{prime }}) = 41.4 MPa Area of stirrup reinforcement A stirrup = 25.7 mm2 Area of shear reinforcement A v = 2A stirrup = 51.4 mm2 Steel tensile yield strength f y = 275.8 MPa.