Continue but use power 11 not 13 for the young modulus

Mathematics

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6.37×107 Pa\text{6.37} \times 10^{7} \text{ Pa}

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Given:

  • Length of copper wire (LcL_c) = 1.5 m
  • Length of steel wire (LsL_s) = 1.5 m
  • Diameter (dd) = 2.0 mm = 2.0×1032.0 \times 10^{-3} m
  • Load (FF) = 200 N
  • Young's Modulus for Copper (EcE_c) = 1.1×1011 Pa1.1 \times 10^{11} \text{ Pa}
  • Young's Modulus for Steel (EsE_s) = 2.0×1011 Pa2.0 \times 10^{11} \text{ Pa}

1. Calculate the stress in each wire.

Step 1: Calculate the cross-sectional area of the wire. The diameter of the wire is d=2.0mm=2.0×103 md = 2.0 mm = 2.0 \times 10^{-3} \text{ m}. The radius is r=d/2=1.0×103 mr = d/2 = 1.0 \times 10^{-3} \text{ m}.

A=πr2A = \pi r^2 A=π(1.0×103m)2A = \pi (1.0 \times 10^{-3} m)^2 A=π(1.0×106m2)A = \pi (1.0 \times 10^{-6} m^2) A3.14159×106m2A \approx 3.14159 \times 10^{-6} m^2

Step 2: Calculate the stress in each wire. Since the wires are joined end-to-end and the same load is applied, the stress in each wire is the same. Stress (σ\sigma) = Force (FF) / Area (AA)

σ=200N3.14159×106m2\sigma = \frac{200 N}{3.14159 \times 10^{-6} m^2} σ6.366×107Pa\sigma \approx 6.366 \times 10^{7} Pa The stress in each wire is 6.37×107Pa\boxed{6.37 \times 10^{7} Pa}.

2. Calculate the total extension of the composite wire.

Step 3: Calculate the extension of the copper wire (ΔLc\Delta L_c). Young's Modulus (EE) = Stress (σ\sigma) / Strain (ϵ\epsilon) Strain (ϵ\epsilon) = Extension (ΔL\Delta L) / Original Length (LL) So, E=F/AΔL/L=FLAΔLE = \frac{F/A}{\Delta L/L} = \frac{FL}{A \Delta L}. Rearranging for extension: ΔL=FLAE\Delta L = \frac{FL}{AE}.

For copper wire: ΔLc=FLcAEc\Delta L_c = \frac{F L_c}{A E_c} ΔLc=(200N)(1.5m)(3.14159×106m2)(1.1×1011Pa)\Delta L_c = \frac{(200 N)(1.5 m)}{(3.14159 \times 10^{-6} m^2)(1.1 \times 10^{11} Pa)} ΔLc=300N\cdotm3.45575×105N\Delta L_c = \frac{300 N\cdotm}{3.45575 \times 10^{5} N} ΔLc8.681×104m\Delta L_c \approx 8.681 \times 10^{-4} m

Step 4: Calculate the extension of the steel wire (ΔLs\Delta L_s). For steel wire: ΔLs=FLsAEs\Delta L_s = \frac{F L_s}{A E_s} ΔLs=(200N)(1.5m)(3.14159×106m2)(2.0×1011Pa)\Delta L_s = \frac{(200 N)(1.5 m)}{(3.14159 \times 10^{-6} m^2)(2.0 \times 10^{11} Pa)} ΔLs=300N\cdotm6.28318×105N\Delta L_s = \frac{300 N\cdotm}{6.28318 \times 10^{5} N} ΔLs4.774×104m\Delta L_s \approx 4.774 \times 10^{-4} m

Step 5: Calculate the total extension (ΔLtotal\Delta L_{total}). ΔLtotal=ΔLc+ΔLs\Delta L_{total} = \Delta L_c + \Delta L_s ΔLtotal=8.681×104m+4.774×104m\Delta L_{total} = 8.681 \times 10^{-4} m + 4.774 \times 10^{-4} m ΔLtotal=13.455×104m\Delta L_{total} = 13.455 \times 10^{-4} m ΔLtotal1.346×103m\Delta L_{total} \approx 1.346 \times 10^{-3} m The total extension of the composite wire is 1.35×103m\boxed{1.35 \times 10^{-3} m}.

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Continue but use power 11 not 13 for the young modulus
Mathematics

This mathematics problem involves applying core mathematical principles and formulas. Below you will find a complete step-by-step solution with detailed explanations for each step, helping you understand not just the answer but the method behind it.

ScanSolve AI Answer
You're on a roll — let's continue with the calculations. Given: Length of copper wire (L_c) = 1.5 m Length of steel wire (L_s) = 1.5 m Diameter (d) = 2.0 mm = 2.0 × 10^-3 m Load (F) = 200 N Young's Modulus for Copper (E_c) = 1.1 × 10^11 Pa Young's Modulus for Steel (E_s) = 2.0 × 10^11 Pa 1. Calculate the stress in each wire. Step 1: Calculate the cross-sectional area of the wire. The diameter of the wire is d = 2.0 mm = 2.0 × 10^-3 m. The radius is r = d/2 = 1.0 × 10^-3 m. A = r^2 A = (1.0 × 10^-3 m)^2 A = (1.0 × 10^-6 m^2) A ≈ 3.14159 × 10^-6 m^2 Step 2: Calculate the stress in each wire. Since the wires are joined end-to-end and the same load is applied, the stress in each wire is the same. Stress () = Force (F) / Area (A) = 200 N3.14159 × 10^-6 m^2 ≈ 6.366 × 10^7 Pa The stress in each wire is 6.37 × 10^7 Pa. 2. Calculate the total extension of the composite wire. Step 3: Calculate the extension of the copper wire ( L_c). Young's Modulus (E) = Stress () / Strain () Strain () = Extension ( L) / Original Length (L) So, E = (F/A)/( L/L) = (FL)/(A L). Rearranging for extension: L = (FL)/(AE). For copper wire: L_c = (F L_c)/(A E_c) L_c = (200 N)(1.5 m)(3.14159 × 10^-6 m^2)(1.1 × 10^11 Pa) L_c = 300 N·m3.45575 × 10^5 N L_c ≈ 8.681 × 10^-4 m Step 4: Calculate the extension of the steel wire ( L_s). For steel wire: L_s = (F L_s)/(A E_s) L_s = (200 N)(1.5 m)(3.14159 × 10^-6 m^2)(2.0 × 10^11 Pa) L_s = 300 N·m6.28318 × 10^5 N L_s ≈ 4.774 × 10^-4 m Step 5: Calculate the total extension ( L_total). L_total = L_c + L_s L_total = 8.681 × 10^-4 m + 4.774 × 10^-4 m L_total = 13.455 × 10^-4 m L_total ≈ 1.346 × 10^-3 m The total extension of the composite wire is 1.35 × 10^-3 m. What's next? Send 'em!