Difficulty: Medium
Correct Answer: All of the above
Explanation:
Introduction:
Understanding the magnitude of common field errors helps surveyors judge when corrections are necessary. With a 20 m chain, small mishandlings can create significant relative errors near 1 in 1000, impacting layout and quantity computations if not controlled.
Given Data / Assumptions:
Concept / Approach:
Each listed situation yields an error roughly 20 mm over 20 m, which is 1/1000. Length error is direct. Alignment and slope errors can be estimated using small-angle approximations: the excess due to using a sloping or misaligned line rather than true horizontal/straight alignment is about d^2/(2L), which with the given numbers is near 0.02 m (20 mm) over 20 m.
Step-by-Step Solution:
Verification / Alternative check:
Exact computations using Pythagoras or alignment triangles confirm each is about 20 mm over 20 m, matching the 1 in 1000 scale.
Why Other Options Are Wrong:
Each single case indeed produces the specified magnitude; hence selecting any one alone would be incomplete. The correct holistic choice is “All of the above.”
Common Pitfalls:
Ignoring small alignment errors as “negligible”; forgetting to reduce slope distances to horizontal; overlooking periodic standardization of chains.
Final Answer:
All of the above
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