Skip to main content

How to Use Optical Square and Open Cross Staff

Offsets can be accurately set up, particularly long offsets, by use of optical instruments like cross staff or optical square etc.

  a) Cross Staff:

            Two pairs of vertical slits, mounted orthogonally on a pole staff constitutes a simple instrument for setting out normal offsets as depicted in Figure. Each pair of slits can form a line of sight. It is fixed on a stand. Two persons are required to operate cross staff.


Use of cross staff:

1. To find a foot of perpendicular on chain line

2. To set out the perpendicular from a given point.

 b) Optical Square:

It may be noted that at least two surveyor’s are required to set normal offsets while using cross staff. This disadvantage can be overcome if optical square is used for this purpose as only single surveyor can perform this task.

Principle of optical square: 

The angle between the first incident ray and the final reflected ray is twice that of the angle between a pair of plane mirrors.

Construction: 

The optical square consists of a circular box 50mm in diameter and 12.5 mm in depth. The box has three slits as E, F, and G. Two mirrors M1 and M2 are mounted on a frame such that the included angle between them is 45o. The incident ray from object D is reflected from mirror M1 in line M1 M2 to mirror M2 and finally along AM2 by mirror M2. Since included angle between mirrors M1 and M2 is 45o, the angle between rays DM 1 and AM2 will be 2 × 45 = 90o.


Optical Square
Optical Square

Use of Optical Square:

1.   To find a foot of perpendicular on chain line

2.   To set out the perpendicular from a given point.

Procedure:

a) For cross staff:

1.   First of all, the point on the survey line is fixed.

2.   The cross-staff is held vertically at this point.

3.   Then cross staff is turned till the ranging rod at A and B is sighted by one pair of opposite slits.

4.   Let C be the fixed point on the survey line as shown in fig.

5.   Through the other pair of slight point ‘D’ is seen

6.    If it is not seen the ranging pole at D is moved forwarded and backward parallel to survey line till it is bisected.

7.   After bisection, CD is exactly perpendicular to AB.

                                                  

 b) For optical square:

1.   In order to set the offset at point C on survey line AB, the optical square is held horizontally over the station C with the help of a plumb bob.

2.    Line of sight is aligned along line AB by observing ranging rod at B through opening at G.

3.   Next the ranging rod at D is observed through mirrors. The image of rod D is made to coincide with the image of rod B by moving ranging rods sideways.

4.   When the two images coincide, then the line CD becomes perpendicular to line AB.

Offesting by Optical Square

Conclusion:

1.   Offsets can be accurately set up, particularly long offsets, by use of optical instruments like cross staff or optical square etc.

2.   Two persons are required to operate cross staff.

3.   This disadvantage can be overcome if optical square is used for this purpose as only single surveyor can perform this task.



                                                      








Comments

  1. Very gud information. I'm inspired by you and I have create a same blog like as your https://draughtsmancivilengineering.blogspot.com

    ReplyDelete

Post a Comment

Popular posts from this blog

Rolled Steel Sections

  Rolled Steel Sections       Structural steel sections are hot rolled into different shapes and sizes to form the different sections. Cross section and size are governed by functional requirements, dimensional and weight capacity of rolling mills, arrangement of material for optimum structural efficiency. In a rolling mill molten steel from furnace is poured into continuous casting system where steel solidifies but it is not allowed to cool completely. Then hot steel passes through series of rollers. Such series of rollers squeezes steel into desired cross sectional shape. If the load to be resisted is small single rolled steel sections are used. If the single section is insufficient, single sections are combined or built up with angles/ channels/ I sections with or without cover plates and /or laced, providing sufficient resistance to heavy loads. Most commonly used hot rolled steel shapes are as follows: 1. Rolled Steel I -Sections 2. Rolled Steel C...

Difference Between Flexible Pavement and Rigid Pavement

 Difference Between Flexible Pavement and Rigid Pavement The term pavement means the surfacing layer only. It is defined as a structure having several layers bound together and placed at the top of the soil subgrade so that it provides a smooth surface for the vehicles. So the main objective behind construction of pavement is to provide a smooth surface for the vehicles. Pavements are divided into two types with respect to their structural behavior: 1. Flexible Pavements 2. Rigid Pavements Sr. No. Particular Flexible Pavement Rigid Pavement 01 Flexural strength Flexible pavements are those which on the whole have low or negligible flexural strength and are rather flexible in their structural action under the loads Rigid pavements are those which posses flexural strength or flexural rigidity. 02 Damage It has self healing properties as it deforms elastically ...