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34kurt
3 years ago
7

You are in charge of ordering the concrete for a basement wall concrete pour. The wall forms are all set up and ready. The wall

around the basement is 10 inches thick. The interior finished dimension of the basement is 120 feet 5 inches by 86 feet 4-1/2 inches and fourteen (14') feet tall. What is the exact quantity of concrete in cubic yards (CY) to order plus three (3%) per cent added for spilled concrete.
Engineering
1 answer:
choli [55]3 years ago
8 0

Answer:

189.15cy

Explanation:

To understand this problem we need to understand as well the form.

It is clear that there is four wall, two short and two long.

The two long are \rightarrow 120ft5in+2(10ft)

The two long are \rightarrow 122ft1in=122.08ft

The two shors are \rightarrow 86ft4.5in = 86.375ft

The height and the thickness are 14ft and 0.83ft respectively.

So we only calculate the Quantity of concrete,

Q_c = [(2*122.08)+(2*86-375)]*14*0.833\\Q_c=4864.02ft^3

That in cubic yards is equal to 180.15 (1cy=27ft^3)

Hence, we need order 5% plus that represent with the quantity

Q_{ordered}=1.05*180.15=189.15cy

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Explanation:

first changing kilo ohm to ohm

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3 years ago
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The unit weight of a soil is 14.9kN/m3. The moisture content of the soil is17% when the degree of saturation is 60%. Determine:
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Answer:

a) 2622.903 N/m^3

b) 1.38233

c)4.878811765

Explanation:

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Here;

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y_{w} is unit weight of water = 998 kg/m^3

w is the moisture content = 0.17

e is the void ratio

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Saturation Ratio Formula:

w*G_{s} = S*e  ..... Eq2

S is saturation rate

Substitute Eq 2 into Eq 1

y = \frac{(\frac{S*e}{w}) * y_{w} + S*e*y_{w}  }{1+e}

14900 = \frac{3522.352941*e + 598.8*e }{1+e} = \frac{4121.152941*e}{1+e}\\\\ e= 1.38233

Specific gravity of soil solids

G_{s} = \frac{S*e}{w} = \frac{0.6*1.38233}{0.17} = 4.878811765

Saturated Unit Weight

y_{s} = \frac{(G_{s} + e)*y_{w}  }{1+e} \\=\frac{(4.878811765 + 1.38233)*998  }{1+1.38233}\\\\= 2622.902571 N/m^3

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Answer:

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s = 15t^3 - 3t\ mm

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s = 15t^3 - 3t\ mm

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