Already have an account? Get multiple benefits of using own account!
Login in your account..!
Remember me
Don't have an account? Create your account in less than a minutes,
Forgot password? how can I recover my password now!
Enter right registered email to receive password!
Example:
The following fore bearings were observed respectively for lines, AB, BC, CD, DE, EF and FG. Find out their back bearings:
(i) 148°
(ii) 65°
(iii) 285°
(iv) 215°
(v) N 36° W
(vi) S 40° E
Solution: The difference between fore bearing and the back bearing of a line ought to be 180°. Noting that in WCB angle is from 0° to 360°, we find back bearing = fore bearing ± 180° + 180° is used if θ is less than 180° and - 180° is used when θ is more than 180°. So
(i) BB of AB = 145° + 180° = 325°
(ii) BB of BC = 65° + 180° = 245°
(iii) BB of CD = 285° - 180° = 105°
(iv) BB of DE = 215° - 180° = 35°
In particular case of RB, back bearing of a line may be obtained by interchanging N and S at the identical time E and W. so
(v) BB of EF = S 36° E (vi) BB of FG = N 40° W.
maintenance of wbm roadstion
Define Reinforcing Steel - Limitations of Ultrasonic System? The sound velocity measurement taken parallel to the reinforcing bars embedded in the concrete will be markedly hig
Define Hydraulic tools for underwater inspection of bridge? Hydraulic tools involve grinders, rotary brushes and scrubbers. The benefits of hydraulic tools are the same as thos
HOW TO FIND OUT 10% FINENESS OF SAND
Question In marine pile type of steel tubular piles with reinforced concrete infill, least toe level is frequently specified in contract drawings. What is the purpose in your v
Q. Explain about Overhauling of Level xing? Each level crossing except those laid with PSC sleepers must be opened out and the condition of sleepers and fittings, rails and fas
Q. Kerb overflow weirs – horizontal bars vs. vertical bars? Overflow weirs must be provided for steep roads (longitudinal gradient>5%), flat roads (longitudinal gradient Ess
Write difference between the working stress method and limit step methode
Dead weight Dead loads are the weight of permanent components of the structures such as the weight of the elements and spheres, casing weight, weight of the false ceiling a
procedure on conducting curves in field
Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!
whatsapp: +91-977-207-8620
Phone: +91-977-207-8620
Email: [email protected]
All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd