General sag correction formula for a suspended tape: If a pull F (kgf) is applied at the tape ends, l is the span between supports (m), and w is the tape weight per meter (kgf/m), which expression gives the sag correction to be subtracted from the measured length?
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Ac = (w^2 * l^3) / (24 * F^2)
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Bc = (w * l^2) / (8 * F)
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Cc = (F^2 * l^3) / (24 * w^2)
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Dc = (w^2 * l^2) / (24 * F)
Answer
Correct Answer: c = (w^2 * l^3) / (24 * F^2)
Explanation
Introduction / Context:A tape suspended between supports forms a curve under its own weight. Because the actual path is longer than the horizontal projection, a sag correction must be applied. Correct formula selection is essential for precise linear measurement in surveying and construction layout.
Given Data / Assumptions:
- Uniform weight per unit length w (kgf/m).
- Pull F (kgf) is steady and the same at both ends.
- Span between supports is l (m); small-sag approximation holds.
- Correction c is to be subtracted from the measured distance.
Concept / Approach:Under uniform load, the tape approximates a catenary. For small sag, the excess length over the horizontal projection is given by c = (w^2 * l^3) / (24 * F^2). The correction grows rapidly with span (proportional to l^3) and decreases with the square of the applied pull. Using consistent gravitational units (kgf and meters) keeps the expression dimensionally coherent for field calculations.
Step-by-Step Solution:
Model the tape as a light flexible line with uniform load w (kgf/m).Apply small-sag catenary approximation: excess length ≈ (w^2 * l^3) / (24 * F^2).Recognize that c increases strongly with l and decreases with F.Subtract c from measured length to obtain the true horizontal distance.Verification / Alternative check:Compare with multi-support case by summing corrections for each equal span; end-supported 50 m spans yield much larger corrections than 10 m spans, matching practice.
Why Other Options Are Wrong:
- (w * l^2) / (8 * F) is the mid-sag (dip), not the length correction.
- Expressions with F^2 in the numerator or wrong powers of l do not match catenary-derived relationships.
Common Pitfalls:Mixing SI Newtons with kilogram-force without conversion; forgetting the correction is always subtractive.
Final Answer:c = (w^2 * l^3) / (24 * F^2)