MCP๋กœ ์—ฐ๊ฒฐ โ†’

๊ณ„์‚ฐ ์ž…๋ ฅ

๊ณต์‹

Show calculation steps (1)
  1. Number of Bags Required

    Number of Bags Required: ์ฝ˜ํฌ๋ฆฌํŠธ ์ง„์ž…๋กœ ๋ฌผ๋Ÿ‰ ๊ณ„์‚ฐ๊ธฐ

    V = cubic feet of concrete; each 80 lb bag yields 0.6 cu ft, each 60 lb bag yields 0.45 cu ft (rounded up)

๊ด‘๊ณ 

๊ฒฐ๊ณผ

var.main-result placeholder
ํ•„์š” ์ฝ˜ํฌ๋ฆฌํŠธ ๋ฌผ๋Ÿ‰
5.93
์„ธ์ œ๊ณฑ์•ผ๋“œ
๋ฌผ๋Ÿ‰ (์„ธ์ œ๊ณฑํ”ผํŠธ) 160 ftยณ
์†์‹ค๋ถ„ 10% ํฌํ•จ 6.52 ydยณ
ํ•„์š” 80lb ํฌ๋Œ€ ์ˆ˜ 267
ํ•„์š” 60lb ํฌ๋Œ€ ์ˆ˜ 356

์ด ๊ณ„์‚ฐ๊ธฐ๋กœ ๋ฌด์—‡์„ ํ•  ์ˆ˜ ์žˆ๋‚˜์š”

์ฝ˜ํฌ๋ฆฌํŠธ ์ง„์ž…๋กœ ๋ฌผ๋Ÿ‰ ๊ณ„์‚ฐ๊ธฐ๋Š” ์ง์‚ฌ๊ฐํ˜• ์ง„์ž…๋กœ, ์Šฌ๋ž˜๋ธŒ, ํ…Œ๋ผ์Šค(ํŒŒํ‹ฐ์˜ค), ๊ธฐ์ดˆ(ํ‘ธํŒ…)๋ฅผ ํƒ€์„คํ•  ๋•Œ ํ•„์š”ํ•œ ์ฝ˜ํฌ๋ฆฌํŠธ ์–‘์„ ์ถ”์ •ํ•ด ์ค๋‹ˆ๋‹ค. ๊ธธ์ด์™€ ๋„ˆ๋น„๋ฅผ ํ”ผํŠธ(ft) ๋‹จ์œ„๋กœ, ์Šฌ๋ž˜๋ธŒ ๋‘๊ป˜๋ฅผ ์ธ์น˜(in) ๋‹จ์œ„๋กœ ์ž…๋ ฅํ•˜๋ฉด ๋ฌผ๋Ÿ‰์„ ์„ธ์ œ๊ณฑ์•ผ๋“œ์™€ ์„ธ์ œ๊ณฑํ”ผํŠธ๋กœ ํ™˜์‚ฐํ•ด ๋ณด์—ฌ ์ฃผ๊ณ , ์†์‹ค๋ถ„ 10%๋ฅผ ํฌํ•จํ•œ ๊ถŒ์žฅ ๋ฌผ๋Ÿ‰๊ณผ ํ•จ๊ป˜ 80lbยท60lb ์‹œํŒ ๋ ˆ๋ฏธํƒˆ(ํ”„๋ฆฌ๋ฏน์Šค) ํฌ๋Œ€๊ฐ€ ๋ช‡ ๊ฐœ ํ•„์š”ํ•œ์ง€๊นŒ์ง€ ๊ณ„์‚ฐํ•ฉ๋‹ˆ๋‹ค. โ€ป ์•ผ๋“œยทํ”ผํŠธยทํŒŒ์šด๋“œ(lb) ๋‹จ์œ„๋Š” ๋ฏธ๊ตญ์‹ ํ‘œ๊ธฐ๋กœ, ๊ตญ๋‚ด ์ž‘์—… ์‹œ์—๋Š” ํ”ํžˆ ใŽฅ(๋ฃจ๋ฒ ) ๋‹จ์œ„๋กœ ํ™˜์‚ฐํ•ด ์ฃผ๋ฌธํ•œ๋‹ค๋Š” ์ ์„ ์ฐธ๊ณ ํ•˜์„ธ์š”(1์„ธ์ œ๊ณฑ์•ผ๋“œ โ‰ˆ 0.765ใŽฅ).

๊ธธ์ด, ๋„ˆ๋น„, ๋‘๊ป˜๊ฐ€ ํ‘œ์‹œ๋œ ์ง„์ž…๋กœ ์Šฌ๋ž˜๋ธŒ
๊ธธ์ด(L), ๋„ˆ๋น„(W), ๋‘๊ป˜(T)๋กœ ์ธก์ •ํ•œ ์ง„์ž…๋กœ ์Šฌ๋ž˜๋ธŒ.

์‚ฌ์šฉ ๋ฐฉ๋ฒ•

๋จผ์ € ํƒ€์„คํ•  ๋ฉด์ ์„ ์‹ค์ธกํ•˜์„ธ์š”. ๊ธธ์ด์™€ ๋„ˆ๋น„๋ฅผ ํ”ผํŠธ ๋‹จ์œ„๋กœ, ์›ํ•˜๋Š” ๋‘๊ป˜๋ฅผ ์ธ์น˜ ๋‹จ์œ„๋กœ ์ž…๋ ฅํ•ฉ๋‹ˆ๋‹ค(์ผ๋ฐ˜ ์ฃผํƒ ์ง„์ž…๋กœ๋Š” ๋ณดํ†ต 4์ธ์น˜, ํŠธ๋Ÿญ ๋“ฑ ์ค‘๋Ÿ‰ ์ฐจ๋Ÿ‰์šฉ์€ 6์ธ์น˜). ์ฝ˜ํฌ๋ฆฌํŠธ๋Š” ๋ณดํ†ต ์•ผ๋“œ(์„ธ์ œ๊ณฑ์•ผ๋“œ) ๋‹จ์œ„๋กœ ์ฃผ๋ฌธํ•˜๋ฏ€๋กœ ์„ธ์ œ๊ณฑ์•ผ๋“œ ๊ฐ’์„ ํ™•์ธํ•˜๋ฉด ๋ฉ๋‹ˆ๋‹ค. ์†Œ๊ทœ๋ชจ ์ž‘์—…์ด๋ผ๋ฉด ํฌ๋Œ€ ์ˆ˜๋ฅผ ๊ธฐ์ค€์œผ๋กœ ์ค€๋น„ํ•˜๋Š” ๊ฒƒ์ด ํŽธ๋ฆฌํ•ฉ๋‹ˆ๋‹ค.

๊ณ„์‚ฐ ๊ณต์‹ ํ’€์ด

์„ธ์ œ๊ณฑํ”ผํŠธ ๋‹จ์œ„ ๋ฌผ๋Ÿ‰์€ ๊ธธ์ด ร— ๋„ˆ๋น„ ร— ๋‘๊ป˜๋กœ ๊ตฌํ•ฉ๋‹ˆ๋‹ค. ๋‹จ, ๋‘๊ป˜๋Š” ์ธ์น˜๋ฅผ 12๋กœ ๋‚˜๋ˆ  ๋จผ์ € ํ”ผํŠธ ๋‹จ์œ„๋กœ ํ™˜์‚ฐํ•ด์•ผ ํ•ฉ๋‹ˆ๋‹ค. 1์„ธ์ œ๊ณฑ์•ผ๋“œ๋Š” 27์„ธ์ œ๊ณฑํ”ผํŠธ์ด๋ฏ€๋กœ, ์„ธ์ œ๊ณฑ์•ผ๋“œ = ์„ธ์ œ๊ณฑํ”ผํŠธ รท 27์ด ๋ฉ๋‹ˆ๋‹ค. ์—ฌ๊ธฐ์— ํ˜๋ฆผ, ๊ณ ๋ฅด์ง€ ์•Š์€ ๋ฐ”๋‹ฅ(๋…ธ์ƒ), ๊ณผ๊ตด์ฐฉ ๋“ฑ์„ ๊ฐ์•ˆํ•ด 10%๋ฅผ ๋”ํ•ด ์ค๋‹ˆ๋‹ค.

$$\text{Cubic Yards} = \frac{\text{Length (ft)} \times \text{Width (ft)} \times \frac{\text{Thickness (in)}}{12}}{27}$$
์ž…๋ฐฉํ”ผํŠธ์—์„œ ์ž…๋ฐฉ์•ผ๋“œ๋กœ์˜ ๋ถ€ํ”ผ ๋ณ€ํ™˜
๊ธธ์ด, ๋„ˆ๋น„, ๋‘๊ป˜(ํ”ผํŠธ)๋ฅผ ๊ณฑํ•œ ๋’ค 27๋กœ ๋‚˜๋ˆ„์–ด ์ž…๋ฐฉ์•ผ๋“œ๋ฅผ ๊ตฌํ•˜์„ธ์š”.

๊ณ„์‚ฐ ์˜ˆ์‹œ

40ft ร— 12ft ์ง„์ž…๋กœ๋ฅผ 4์ธ์น˜ ๋‘๊ป˜๋กœ ํƒ€์„คํ•˜๋Š” ๊ฒฝ์šฐ: ์„ธ์ œ๊ณฑํ”ผํŠธ = \(40 \times 12 \times (4 \div 12) = 160\,\text{ft}^3\). ์„ธ์ œ๊ณฑ์•ผ๋“œ = \(160 \div 27 \approx 5.93\,\text{yd}^3\). ์†์‹ค๋ถ„ 10%๋ฅผ ๋”ํ•˜๋ฉด ์•ฝ \(6.52\,\text{yd}^3\)์ž…๋‹ˆ๋‹ค. ํฌ๋Œ€๋กœ ํ™˜์‚ฐํ•˜๋ฉด \(160 \div 0.6 = 267\)๊ฐœ(80lb) ๋˜๋Š” \(160 \div 0.45 = 356\)๊ฐœ(60lb)๊ฐ€ ํ•„์š”ํ•ฉ๋‹ˆ๋‹ค. ๋Œ€๊ทœ๋ชจ ํƒ€์„ค์„ ํฌ๋Œ€๊ฐ€ ์•„๋‹ˆ๋ผ ๋ ˆ๋ฏธ์ฝ˜(๋ ˆ๋””๋ฏน์Šค)์œผ๋กœ ์ฃผ๋ฌธํ•˜๋Š” ์ด์œ ๊ฐ€ ๋ฐ”๋กœ ์—ฌ๊ธฐ์— ์žˆ์Šต๋‹ˆ๋‹ค.

$$\begin{gathered} \text{Bags}_{80} = \left\lceil \frac{V}{0.6} \right\rceil, \qquad \text{Bags}_{60} = \left\lceil \frac{V}{0.45} \right\rceil \\[1.5em] \text{where}\quad V = \text{Length (ft)} \times \text{Width (ft)} \times \frac{\text{Thickness (in)}}{12} \end{gathered}$$

์ž์ฃผ ๋ฌป๋Š” ์งˆ๋ฌธ

์ง„์ž…๋กœ ๋‘๊ป˜๋Š” ์–ด๋А ์ •๋„๊ฐ€ ์ ๋‹นํ•œ๊ฐ€์š”? ์Šน์šฉ์ฐจ์šฉ์ด๋ผ๋ฉด 4์ธ์น˜๋ฉด ์ถฉ๋ถ„ํ•˜๊ณ , ํŠธ๋Ÿญ์ด๋‚˜ RV ์ฐจ๋Ÿ‰์ด ๋“œ๋‚˜๋“ ๋‹ค๋ฉด 6์ธ์น˜๋ฅผ ๊ถŒ์žฅํ•ฉ๋‹ˆ๋‹ค.

1์„ธ์ œ๊ณฑ์•ผ๋“œ๋Š” ๋ช‡ ํฌ๋Œ€์ธ๊ฐ€์š”? ์„ธ์ œ๊ณฑ์•ผ๋“œ๋‹น ๋Œ€๋žต 80lb ํฌ๋Œ€ 45๊ฐœ ๋˜๋Š” 60lb ํฌ๋Œ€ 60๊ฐœ ์ •๋„์ž…๋‹ˆ๋‹ค.

์ฃผ๋ฌธํ•  ๋•Œ ๋„‰๋„‰ํžˆ ์˜ฌ๋ ค ์žก์•„์•ผ ํ•˜๋‚˜์š”? ๋„ค. ํ•ญ์ƒ ์—ฌ์œ  ์žˆ๊ฒŒ ์ฃผ๋ฌธํ•˜์„ธ์š”. ํƒ€์„ค ๋„์ค‘ ์ฝ˜ํฌ๋ฆฌํŠธ๊ฐ€ ๋ถ€์กฑํ•ด์ง€๋ฉด ์ฝœ๋“œ ์กฐ์ธํŠธ(์ด์–ด์น˜๊ธฐ ๊ท ์—ด)๊ฐ€ ์ƒ๊น๋‹ˆ๋‹ค.

์ตœ์ข… ์—…๋ฐ์ดํŠธ: