Handbook of Civil Engineering Calculations

(singke) #1

FIGURE 1. Hydrostatic thrust on plane FIGURE 2. Pressure prism,
surface.


P = wyc*A (3)

ZPC= ^T- +ZCA (4)
AZCA


  1. Compute the required values, and solve the equations in step 1
    Thus A =^1 / 2 (5)(6) = 15 ft^2 (1.39 m^2 ); yCA = 2 + 4 sin 60° = 5.464 ft (166.543 cm); ZCA = 2
    esc 60° + 4 = 6.309 ft (192.3 cm); ICAIA = (bf/36)/(bd/2) = </^2 /18 = 2 ft^2 (0.186 m^2 ); P =
    62.4(5.464)(15) = 5114 Ib (22.747 N); zpc = 2/6.309 + 6.309 = 6.626 ft (201.960 cm);
    ypc = 6.626 sin 60° = 5.738 ft (174.894 cm). By symmetry, the pressure center lies on the
    centroidal axis through C.
    An alternative equation for P is


P=PnA (5)

Equation 3 shows that the mean pressure occurs at the centroid of the area. The above two
steps constitute method 1 for solving this problem. The next three steps constitute method
2.


  1. Now construct the pressure "prism" associated with the area
    In Fig. 2, construct the pressure prism associated with area CDE. The pressures are as fol-
    lows: at apex,/? = 2w; at base,/? = (2 + 6 sin 60°)w = 7.196w.
    The force P equals the volume of this prism, and its action line lies on the centroidal
    plane parallel to the base. For convenience, resolve this prism into a triangular prism and
    rectangular pyramid, as shown.

  2. Determine P by computing the volume of the pressure prism
    Thus, P = Aw[2 +^2 / 3 (5.196)] =Aw(2 + 3.464) = 15(62.4)(5.464) = 5114 Ib (22,747 N).

  3. Find the location of the resultant thrust
    Compute the distance h from the top line to the centroidal plane. Then find ypc. Or, h =
    [2(^2 / 3 )(6) + 3.464(^3 / 4 )(6)]/5.464 = 4.317 ft (131.582 cm); ypc = 2 + 4.317 sin 60° = 5.738 ft
    (174.894cm).


Surface
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