Soru

Zorluk: OrtaDirect, Inverse, Joint and Partial Variation

The maximum safe load LL supported by a horizontal wooden beam varies directly as its width ww and the square of its depth dd, and inversely as its length ll. A beam of width 6 cm6\text{ cm}, depth 10 cm10\text{ cm}, and length 4 m4\text{ m} can support a maximum safe load of 900 kg900\text{ kg}. What is the maximum safe load that can be supported by a beam of the same material having a width of 4 cm4\text{ cm}, depth 12 cm12\text{ cm}, and length 6 m6\text{ m}?

  1. 576 kg576\text{ kg}Cevap
  2. B
    480 kg480\text{ kg}
  3. C
    1,296 kg1,296\text{ kg}
  4. D
    864 kg864\text{ kg}

Cevap

576 kg576\text{ kg}
The relationship is modeled by L=kwd2lL = \frac{k w d^2}{l}. Using the initial parameters (w=6w=6, d=10d=10, l=4l=4, L=900L=900), we find k=6k = 6. Substituting w=4w=4, d=12d=12, and l=6l=6 into the equation gives L=6×4×1446=576 kgL = \frac{6 \times 4 \times 144}{6} = 576\text{ kg}.

Adım Adım Çözüm

1
Formulate the variation equation
L=kwd2lL = \frac{k \cdot w \cdot d^2}{l}
Direct variation means multiplying factors in the numerator, while inverse variation places the variable in the denominator.
2
Calculate the constant of variation kk using initial conditions
900=k61024    900=600k4=150k    k=6900 = \frac{k \cdot 6 \cdot 10^2}{4} \implies 900 = \frac{600 k}{4} = 150 k \implies k = 6
Substitute L=900L = 900, w=6w = 6, d=10d = 10, and l=4l = 4 to solve for kk.
3
Calculate the new load LL for the new dimensions
L=641226=641446=576 kgL = \frac{6 \cdot 4 \cdot 12^2}{6} = \frac{6 \cdot 4 \cdot 144}{6} = 576\text{ kg}
Substitute k=6k = 6, w=4w = 4, d=12d = 12, and l=6l = 6 into the variation formula.

Anahtar Kavram

Joint and Inverse Variation
Tahmini Süre:1m 30s
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