surveying, Civil Engineering

Assignment Help:
A pre- engineering base line was run down a very steep hill.rather than measure horizontaily down hill with steel tape: surveyor measured the vertical angle with the theodolite and slope distance with 16m steel tape.The vertical angle was21degreeand26minutes turned to a point on a plumbed range pole 1.5mabove ground.The slope distance from the theodolite to the point on the range pole was 45.3m.The theodolites optical center was 1.4mabove the upper base line station at110+71.25
a) If the elevation of the upper station was 253m, what is the elevation of lower point
b
0What is chainage of the lower station

Related Discussions:- surveying

Fluid mechanics, How a water bound macadam road is maintained

How a water bound macadam road is maintained

Determine the flow rate from the dewatering well, A construction project in...

A construction project involves excavation below grade. A 24 inch diameter dewatering well is installed from grade (EL 586) to 80 ft below grade to lower the water table. Soil bori

Calculate distance between top and bottom chord of the truss, A W12x58 memb...

A W12x58 member, which comprises a vertical member in a truss span, is subjected to a factored axial compressive force of 163 kips.  The W12x58 section is oriented such that the st

Determine the major and minor principal effective stresses, The stresses ac...

The stresses acting on the plane of maximum shearing stress by a given point in sand are as follows: total normal stress = 250 kN/m 2 ; pore-water pressure = 88.5 kN/ m 2 ; shearin

Why we use air valves, Q. Why we use Air Valves? Air Valves - Air valve...

Q. Why we use Air Valves? Air Valves - Air valves of proper size and pressure rating at summits. Air valves ensure the safety of the pipe line against collapse when at points o

Moment of inertia, i dont know how to calculate moment of inerta

i dont know how to calculate moment of inerta

Design the transverse reinforcement, Figures (a) and (b) respectively give ...

Figures (a) and (b) respectively give details of a simply-supported bridge beam and its (idealised) cross-section. In addition to the dead load of 25 kN/m (including self weight),

Explain the dupuit equations for unconfined aquifers, Explain the Dupuit Eq...

Explain the Dupuit Equations for Unconfined Aquifers   Using natural log: Q = ΠK((h 2 ) 2 - (h 1 ) 2 )/ln(r 2 /r 1 )  Using log 10 :   Q = K((h 2 ) 2 - (h 1 ) 2 )/((1055)l

Write Your Message!

Captcha
Free Assignment Quote

Assured A++ Grade

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!

All rights reserved! Copyrights ©2019-2020 ExpertsMind IT Educational Pvt Ltd