(13.2,9.2,6.8)cm ,estimate the missing data at sta. D? *

Q: The length of survey line measured by 20 m chain on a - ground sloping at 1:8 was found to be 294.6…

A:

Q: 1. Prepare a set of profile leveling notes for the survey in Figure 1. In addition to computing all…

A: A profile leveling survey figure given belowNeed to findPrepare a set of profile leveling notes for…

Q: Choose the right answer for the following:

A: option a.) grazing is incorrect because grazing angle is less than the incident angle option b.)…

Q: When measuring a distance AB, and with respective to facing towards point B when standing at point…

A: Recorded Distance = The first taping pin was placed 1.35 ft to the left of line ABThe second pin was…

Q: It is necessary to accurately determine the distance between survey stations R and S, which are…

A:

Q: Example 5) For the purpose of realizing the work of the dirt dam, the survey was repeated, and the…

A: Given Data: Leveling station is 00+1. Level of leveling station is h=12.06 m.

Q: By using a 50 m Tape, the length of a survey line PQ measured at a building Site in Dahriz area is…

A: initial length of tape = 50m later it was found that tape was 6cm short so  error = 6cm error = 0.06…

Q: Problem 2 Angles AOB, BOC, and COD are measured on the same angle at point O. Determine the most…

A:

Q: 1. The following data were obtained through stadia observations are listed below. Determine HD, VD,…

A:

Q: Q- A survey line was measured to be 285.5m with a tape having a nominal length of 30m. On checking,…

A: Given data- Measured length ML=285.5 m, Nominal length of tape NL=30 m, Tape is 0.05 m too short,…

Q: The data below were obtained through Profile Levelling. Calculate the following: (a) Calculate the…

A: Given data in question  Back sights Fore sights Intermediate fore sights Bench mark of BM 25 To find…

Q: Explain the Embedment Correction Factor Chart by Janbu et al. (1956; from Christian and Carrier…

A: Embedment Correction Factor  Chart by Janbu is used in soil foundation to determine the various…

Q: REE - Apr. 2001 18. Determine the divergence of the vector: V= i(x) + j(-xy) + k(xyz) at the point…

A: Given data: Vector: V=iX2+j-XY+kXYZ at (3, 2, 1)

Q: 3) Given the data in Table 2, what are the reduced HCR, VCRS, SDs, and HDs? Table 2: Traverse…

A: Given data:- Instrument @ C HI=1.533 m HR=1.300 m   Station HCR VCR SD A 0°00'03" 84°18'09"…

Q: B) RA =, KN, R = KN/m 60 KN/m 55KN 175 KN A 6.00 m R 1.50 m 4.00 m

A:

Q: Two triangulation towers 120 m apart are on the same horizontal plane. A surveyor standing and…

A: The distance between the 2 towers = 120 m The angle of elevation of the taller is twice that of…

Q: 6 in a levelling survey, the summation of all backsights and the summation of all foresights are…

A:

Q: Define the importance of Dilatometer Test ?

A: The  Dilatometer is a precision instrument used to calculate the volume change caused in the soil…

Q: 3. Two 10"-15.3 lb channels are welded together as shown in the figure. Find the moment of area of…

A: Consider the following figure. For 10''-15.3 lb channels, A=4.47 in2x=0.64 intw=0.24 in Both…

Q: Compute the elevations of BM2? STATION BM 1 TP 1 TP 2 TP 3 TP 4 BM 2 BS 2.71 3.62 3.51 3.17 1.47 HI…

A: Given,

Q: In a leveling survey, the summation of all back sights and the summation of all foresights are 7.475…

A: Given- Summation of backsights BS=7.475 m, Summation of foresights FS=7.395 m, Bench mark BM=100.000…

Q: Describe Correction factor for field SPT values.

A: The field 'N' value must be corrected before the SPT values are used in design charts and empirical…

Q: . Higher... angles allow a wider ground exploration and better image resolution Grazing b. incident…

A: Grazing angles are lesser than the incident angles, as well as depression angles are also lesser…

Q: Survey were carried out on natural ground, along the midline of a road project. The following staff…

A: The leveling is the process of calculating the reduced level 0f any point on the earth or above or…

Q: Note: Assume any suitable values for missing data. WCB of Line AB = X*5 (X is one ) Q. The following…

A: To Determine :- Complete the gales traverse table as follows: Apply all necessary corrections for…

Q: LINE LENGTH (m) AZIMUTH FROM NORTH AB 233.10 122°30' ВС 242.05 85°15' CD 191.50 20°00' DE unknown…

A:

Q: 80 kN 25 kN/m 150 kNm A 2.0m 1.5m 1.1m -1.4m

A:

Q: then RL (in m) of R is

A: Given data. Rl of point R with respect to the bench mark at P.Staff reading is shown in graph…

Q: ROD AT B 1.600m ROD AT C 0.300m Compute the stadia interval factor.

A: Solution : Given, For point B, D=150 m and S=1.600m For point C, D=30m and S=0.300m

Q: In the two peg test of the dumpy level, the! following observations were taken: Rad reading on A…

A: Given    Reading on A Reading on B Instrument at A 1.509  2.204  Instrument at B 0.938…

Q: Cadasteral aruey س لععلمافر relaled uth boundary g field.

A: Cadastral survey is a type of survey . This survey is done to find the public  land boundary as well…

Issues During Construction

Construction is the combination of art, science, and engineering to build buildings, bridges, structures, roadways, highways. airports, etc. The construction business is a challenging and promising business worldwide with certain risk factors involved. Increasing demand for mankind leads to the growth of several construction companies which specialize in different construction projects. These construction companies initiate their construction process under certain agreements and time durations called the construction contract.