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ENGR. BRODDETT B. ABATAYO, GE, REA Part - time Lecturer GE division, CEIT, CSU, Ampayon , Butuan City Research Assistant Phil - LiDAR 2 Project, CSU, Ampayon , Butuan City Proprietor BPA ABATAYO Land Surveying Services 1 with CASIO fx-991 es plus Calculator Technique Lecture 5 Caraga State University College of Engineering and Information Technology Ampayon , Butuan City 8600 STRENGTH OF FIGURE GE 105 – Theory of Errors and Adjustments

Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

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Page 1: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

ENGR. BRODDETT B. ABATAYO, GE, REA

Part-time Lecturer – GE division, CEIT, CSU, Ampayon, Butuan City

Research Assistant – Phil-LiDAR 2 Project, CSU, Ampayon, Butuan City

Proprietor – BPA ABATAYO Land Surveying Services1

with CASIO fx-991 es plus Calculator Technique

Lecture 5

Caraga State University

College of Engineering and Information Technology

Ampayon, Butuan City 8600

STRENGTH OF FIGURE

GE 105 – Theory of Errors and Adjustments

Page 2: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

STRENGTH OF FIGURE FORMULA

STRENGTH OF FIGURE

STRENGTH OF FIGURE FACTOR

δA and δB are the logarithmic differences

corresponding to 1″ for the distance-angles A and B

Page 3: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

STRENGTH of FIGURE

FACTOR (F)

Page 4: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

STRENGTH OF FIGURE FACTOR

A B

CD

P = number of stationsL = number of lines

P = 4

L = 6

F = 0.6

Where:

Page 5: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

P = number of stationsL = number of lines

L = 3

F = 0.75

Where:

P = 3

. .

.A

BC

STRENGTH OF FIGURE FACTOR

Page 6: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

A B

CD

P = number of stationsL = number of lines

.

L = 8

F = 0.64

Where:

P = 5

STRENGTH OF FIGURE FACTOR

Page 7: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

A B

C

D

P = number of stationsL = number of lines

P = 6

L = 10

F = 0.67

Where:

E

.

.

.

..

.

F

STRENGTH OF FIGURE FACTOR

Page 8: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

A

B

C

D

P = number of stationsL = number of lines

P = 8

L = 14

F = 0.69

Where:

G

..

..

..

.

.F

E

H

STRENGTH OF FIGURE FACTOR

Page 9: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

DIFFERENT ROUTES WITHIN A QUADRILATERAL

CD

BA Known side

CD

BA Known side

CD

BA Known side

CD

BA Known side

Using ABC and ADC with AC as the common side.

Using ABC and BCD with BC as the common side.Using ABD and BCD with BD as the common side.

Using ABD and ADC with AD as the common side.

44°56°

26°

30°68°

44°

38°

54° 44°56°

26°

30°68°

44°

38°

54°

44°56°

26°

30°68°

44°

38°

54° 44°56°

26°

30°68°

44°

38°

54°

CD=1.231 AB CD=1.492 AB

CD=1.439 ABCD=1.650 AB

Page 10: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

DISTANCE ANGLE

Distance Angle – is the angle opposite to the known and common side of the first triangle and angle opposite to the common and required side of the second triangle.

Known side

Required side

A B

CD

44°

56°

26°

30°68°

44°

38°

Using ABC and ADC with AC as the common side.

For triangle ABC:26⁰ and 100⁰

For triangle ADC:112⁰ and 38⁰

54°

Page 11: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

DISTANCE ANGLE

Distance Angle – is the angle opposite to the known and common side of the first triangle and angle opposite to the common and required side of the second triangle.

Known side

Required side

A B

CD

44°

56°

26°

30°68°

44°

38°

Using ABD and ADC with AD as the common side.

For triangle ABD:44⁰ and 44⁰

For triangle ADC:30⁰ and 38⁰

54°

Page 12: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

DISTANCE ANGLE

Distance Angle – is the angle opposite to the known and common side of the first triangle and angle opposite to the common and required side of the second triangle.

Known side

Required side

A B

CD

44°

56°

26°

30°68°

44°

38°

Using ABD and BCD with BD as the common side.

For triangle ABD:44⁰ and 92⁰

For triangle BCD:56⁰ and 56⁰

54°

Page 13: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

DISTANCE ANGLE

Distance Angle – is the angle opposite to the known and common side of the first triangle and angle opposite to the common and required side of the second triangle.

Known side

Required side

A B

CD

44°

56°

26°

30°68°

44°

38°

Using ABC and BCD with BC as the common side.

For triangle ABC:26⁰ and 54⁰

For triangle BCD:68⁰ and 56⁰

54°

Page 14: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

A B

CD

Using ABD and ACD with AD as the common side.

ABC

distance angle of AB = 44°

distance angle of AD = 44°44°

30°68°

44°

38°

distance angle of AD = 30°

distance angle of DC = 38°

ADC

= 14.26

= 30.39

Known side

Required side

54°

= 14.26 + 30.39 = 44.65

Page 15: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

Using ABD and ADC with AD as the common side.

R = F

= 44.65

F = 0.60

R = 26.78

Page 16: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

A B

CD

Respective differences of sines

ABC

distance angle of AB = 26°

distance angle of AC = 100°

44°

56°

26°

30°68°

44°

38°

distance angle of AC = 112°

distance angle of DC = 38°

ADC

= 17.17

= 5.69

= 17.17 + 5.69 = 22.86

Known side

Required side

54°

Using ABC and ADC with AC as the common side.

Page 17: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

Using ABC and ADC with AC as the common side.

R = F

= 22.86

F = 0.60

R = 13.72

Page 18: Ge 105 lecture 5 (STRENGTH OF FIGURE) by: Broddett B. Abatayo

DIFFERENT ROUTES WITHIN A QUADRILATERAL

CD

BA Known side

CD

BA Known side

CD

BA Known side

CD

BA Known side

Using ABC and ADC with AC as the common side.

Using ABC and BCD with BC as the common side.Using ABD and BCD with BD as the common side.

Using ABD and ADC with AD as the common side.

44°56°

26°

30°68°

44°

38°

54° 44°56°

26°

30°68°

44°

38°

54°

44°56°

26°

30°68°

44°

38°

54° 44°56°

26°

30°68°

44°

38°

54°

CD=1.231 AB CD=1.492AB

CD=1.439 ABCD=1.650 AB

R = 13.72R = 26.78

R = 6.39 R = 18.92