With the level in the same position at D to what rod reading on B should the line of sight be adjusted (in meters)? (answer in - decimal places)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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I need help please answer the SECOND QUESTION! see the attached file

 

Peg test is used to Calulate the Collimation error.
Let there is a point c
at the middle of AbB
Let's
assume Point A is more thel
Point B.
R.L 아 8~ RL아 A=
of Ba
(a,- edi)-(b-ed)
AB
Ah AB = (a-b,)-e(dinde)
%3D
a,
> 9.-ed, - Tree staf reading
at A
b, - edz? True staff readi ng
di
dz
at B.
Cis in the middle
theufore
d,= dz
shag= (ab)
1. lo 3
Ah
AB
= (1.l03 - 0.991)
= 0.1|2 m
Dh AB 70,
our assumption that A point is
lowen than Bis tre.
7 Elevation difaunce
= 0. 112 m
Transcribed Image Text:Peg test is used to Calulate the Collimation error. Let there is a point c at the middle of AbB Let's assume Point A is more thel Point B. R.L 아 8~ RL아 A= of Ba (a,- edi)-(b-ed) AB Ah AB = (a-b,)-e(dinde) %3D a, > 9.-ed, - Tree staf reading at A b, - edz? True staff readi ng di dz at B. Cis in the middle theufore d,= dz shag= (ab) 1. lo 3 Ah AB = (1.l03 - 0.991) = 0.1|2 m Dh AB 70, our assumption that A point is lowen than Bis tre. 7 Elevation difaunce = 0. 112 m
In a two peg test using a dumpy level, the following observations were taken:
Instrument at C
Instrument at D
Rod reading on A
|1.103
568
Rod reading on B
.991
.289
Point C is equidistant from A and B and D is 12m from A and 72 m from B.
0.112
What is the true difference in elevation between A and B (in meters)? (answer in 3 decimal places)
With the level in the same position at D to what rod reading on B should the line of sight be adjusted (in meters)? (answer in 4
decimal places)
0.6014
What is the corresponding rod reading on A for a horizontal line of sight with instrument still at D (in meters)? (answer in 4
decimal places)
Transcribed Image Text:In a two peg test using a dumpy level, the following observations were taken: Instrument at C Instrument at D Rod reading on A |1.103 568 Rod reading on B .991 .289 Point C is equidistant from A and B and D is 12m from A and 72 m from B. 0.112 What is the true difference in elevation between A and B (in meters)? (answer in 3 decimal places) With the level in the same position at D to what rod reading on B should the line of sight be adjusted (in meters)? (answer in 4 decimal places) 0.6014 What is the corresponding rod reading on A for a horizontal line of sight with instrument still at D (in meters)? (answer in 4 decimal places)
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