Respuesta :
IF the estimates are 100% accurate, then the maximum volume of concrete is the product of the maximum dimensions, namely
Vmax=18.32*12.22*0.55=123.13 m^3
and the minimum volume of concrete is the product of the minimum dimensions
Vmin=18.28*12.18*0.45=100.19 m^3
the uncertainty is therefore 123.13-100.19=22.94 m^3
On the practical side, to this uncertainty must be added to
- squareness of the formwork
- evenness of the surface of the crushed stones on which the foundation sits on
- excess of concrete delivered by the truck
- volume of air bubbles trapped in the the concrete, ...
Vmax=18.32*12.22*0.55=123.13 m^3
and the minimum volume of concrete is the product of the minimum dimensions
Vmin=18.28*12.18*0.45=100.19 m^3
the uncertainty is therefore 123.13-100.19=22.94 m^3
On the practical side, to this uncertainty must be added to
- squareness of the formwork
- evenness of the surface of the crushed stones on which the foundation sits on
- excess of concrete delivered by the truck
- volume of air bubbles trapped in the the concrete, ...
Answer:
•Uncertainty = 0.10
• Amount that will not fall short = 122.79 m³
Explanation:
Given:
L= 18.30 +/- 0.02 m
W = 12.20 +/- 0.02 m
H = 0.50 +/- 0.05 m
We know Volume = L*W*H
For log V, we have:
ln V = ln L + In W + ln H
Lets diferentiate, we have:
[tex] \frac{dV}{V} = \frac{dL}{L} + \frac{dW}{W} + \frac{dH}{H} [/tex]
[tex] = \frac{0.02}{18.30} + \frac{0.02}{12.20} + \frac{0.05}{0.50} [/tex]
= 0.1027
=> 0.10
For V = LWH +/- dv:
V = (18.30 * 12.50 * 0.50) +/- (0.10 * 18.30 * 12.20 * 0.50)
= 111.63 +/- 11.16
Amount that wil not fall short=
111.63 + 11.16
= 122.79 m³