Cross-staff is used for:
Setting out right angle
A cross-staff is a simple surveying instrument that is primarily used to set out lines perpendicular to a main survey line. This means it helps in establishing right angles on the field.
The cross-staff is a basic tool used in chain surveying. Its main purpose is to establish perpendicular offsets from a survey line to locate details or boundaries. This is crucial for creating accurate maps or plans of an area.
There are different types of cross-staffs, but the basic principle involves sighting along the main survey line and then sighting at a 90-degree angle to that line. The instrument typically has sights or slits arranged at right angles to each other.
Regardless of the type, the most common and fundamental use of any cross-staff is to accurately establish a 90-degree angle from an existing line.
Let's look at why the other options are not the primary use of a cross-staff:
Therefore, the primary and intended use of a cross-staff is for setting out lines perpendicular to a survey line, which means setting out right angles (90 degrees).
Based on the function and design of the instrument, the cross-staff is used for establishing a right angle relative to a survey line. This is a fundamental operation in basic surveying techniques like chain surveying.
| Instrument | Primary Use | Related Surveying |
|---|---|---|
| Cross-Staff | Setting out Right Angles (90°) | Chain Surveying |
| Chain/Tape | Measuring Distance | Chain Surveying |
| Level (Dumpy, Auto) | Measuring Elevations / Levelling | Levelling |
| Theodolite/Total Station | Measuring Horizontal & Vertical Angles, Distances | Traversing, Triangulation, Detail Surveying |
Surveying involves various instruments to measure distances, angles, and elevations. Understanding the specific function of each tool is essential:
Each tool plays a specific role in different types of surveying work. The cross-staff remains a simple yet effective tool for establishing right angles, particularly useful in basic chain surveying where detailed angular measurements are not the primary focus.
The engineer's chain is typically:
Correction for pull or tension in a tape is given by
The scale of a drawing is given as 1 : 20.
What is the representative fraction?
An Engineer measured the distance between two locations on a plan having a scale of 1 cm = 50 m as 600 m. Later, however, he found that he used a wrong scale of 1 cm = 30 m to measure the distance. The true distance between the locations is:
The length of the chain is equal to _____.