The following subtended angles were read on a 2m long subtense bar using atheodolite:0°54' 13" , O°22'2O ", O°32'06", and 0°19' 46“. Compute the horizontaldistance from the theodolite to each position of the bar. Show your solutionshere.

Answered: Image /qna-images/answer/414372e7-8eba-42b6-befd-bee028d07470.jpg

Answered: The following subtended angles were…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

B. Match the solid figures on Column A to its net on Column B. A. B. 臣 107 C. D. 13
i need the answer quickly
A theodolite is set up at one end of a level line 150.0 m long. The line is marked by stakes at every 30.0 m and a stadia rod is held at each stake. The stadia intercept at each station of the rod is observed as follows: 0.302, 0.600, 0.899, 1.207, and 1.506 meters, respectively. Compute the stadia interval factor (K) for each distance and also determine the average value of K.Take C = 0.300
The theodolite is placed in the middle of points A and B, where the subtense bar is positioned. The instrument reads 0°24’56.2” and 0°44’36.8” for A and B. Compute the distance between A and B.
Use double integration method
r = 4,7348 m C = 29,75 m D = 38,64 m
80mm Q2/ 20mm 70mm IF : N.A I= 15.52 mm V=10 KN 160 mm |110mm Compute the shear at horizontal layer 20 mm apart from bottom to top depending on the calculation of the area up of the taken layer. 20mm
Engr. Brimrock is conducting a tacheometric survey and wants to know the elevation of station B. The upper and lower stadia readings on the rod held at station B were observed as 3.27 and 1.47, respectively, with the use of theodolite having a stadia interval factor of 99.99. The height of the instrument above station A is 1.37 m and the rod reading is taken at 1.51 m. The vertical angle observed is - 12° 9' and the elevation at station A is 114.09 m above sea level. Determine the elevation at station B above sea level in meters.
What is the Deflection at Overhang in mm? Indicate the negative sign if the answer is negative Use Any GEOMETRIC METHOD Use E=200 GPa, I=300x 10O m 15 kN 25 kN/m 15 kN-m 25m 6.5m
Find external indeterminacy
this is the answer key, I need solutions a) Asb= 10500.90044 mm2 b) Mnb= 1658.913227 kN-m, Mub= 1493.021905 kN-m c) Asmax= 9023.627717 mm d) Mnmax= 1491.366214 kN-m, Mumax= 1342.229592 kN-m
Engr. Brimrock is conducting a tacheometric survey and wants to know the elevation of station B. The upper and lower stadia readings on the rod held at station B were observed as 2.67 and 1.74, respectively, with the use of theodolite having a stadia interval factor of 99.95. The height of the instrument above station A is 1.17 m and the rod reading is taken at 1.84 m. The vertical angle observed is - 17° 20' and the elevation at station A is 149.28 m above sea level. Determine the elevation at station B above sea level in meters.

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS

The following subtended angles were read on a 2m long subtense bar using a theodolite:0°54' 13" , O°22'20 ", O°32'06", and 0°19' 46“. Compute the horizontal distance from the theodolite to each position of the bar. Show your solutions here.