Skip to main content

Correct length of 360 m line

Short answer

Correct for pull change from 7 kg to 5 kg (-0.0112 m) and for the extra sag relative to the standard (-0.0118 m). Correct length of line is 359.977 m.

A steel tape was standardized in catenary at 7 kg pull. A distance of 360 m was measured with this tape under a pull of 5 kg. Assuming that the tape was supported at every 20 m length, determine the correct length of the line if the weight of tape = 10 gm/m and cross sectional area of tape = 0.03 cm². Take E=210×103E = 210\times10^{3} N/mm².

Assumptions. The tape was standardised in catenary at 7 kg with the same support spacing (20 m) as in the field, so its stated length is correct for that condition. Only the changes (pull and sag) are corrected. g=9.81g = 9.81 m/s2^2.

Data

  • L=360L = 360 m; field pull P=5P = 5 kg; standard pull P0=7P_0 = 7 kg
  • w=10w = 10 g/m =0.01= 0.01 kg/m; A=0.03A = 0.03 cm2^2
  • E=210×103E = 210\times 10^{3} N/mm2=2.1×107^2 = 2.1\times 10^{7} N/cm2=2.1407×106^2 = 2.1407\times 10^{6} kg/cm2^2
  • Spans: 360/20=18360/20 = 18 spans of 20 m

1. Pull correction

Cp=(P−P0) LA E=(5−7)×3600.03×2.1407×106=−0.0112 mC_p = \frac{(P - P_0)\,L}{A\,E} = \frac{(5 - 7)\times 360}{0.03\times 2.1407\times 10^{6}} = -0.0112\ \text{m}

2. Sag correction (difference between the sag at 5 kg and that already in the standard at 7 kg)

Sag at 5 kg: 18×0.012×20324×52=0.0240018\times\dfrac{0.01^{2}\times 20^{3}}{24\times 5^{2}} = 0.02400 m. Sag at 7 kg: 18×0.012×20324×72=0.0122418\times\dfrac{0.01^{2}\times 20^{3}}{24\times 7^{2}} = 0.01224 m.

Cs=−(0.02400−0.01224)=−0.0118 mC_s = -(0.02400 - 0.01224) = -0.0118\ \text{m}

3. Correct length

Ltrue=360−0.0112−0.0118=359.9770 mL_{true} = 360 - 0.0112 - 0.0118 = 359.9770\ \text{m}

(If the sag in standardisation is ignored, so that the full sag of −0.0240-0.0240 m is applied, the length is 359.9648 m.)

Answer: correct length of the line =359.977= 359.977 m.

✓ Answer checked by Claude Opus 5.5 (high effort)

All Surveying I chapter 2 questions →