1. In item No. I what is the value of phi (Φ)? Item I. In the figure shown, A, B, and C are three known control stations and P is theposition of a sounding vessel which is to be located. If b = 6,925.50m, C = 6,708.40m,angle BAC = 11245'25", angle alpha (a) = 25°32'40", angle beta(B) = 45°35'50".AB (Control Statlon)ERAngle BACSoundingVesselC(Control Stat lon)

Answered: In item No. I what is the value of phi…

Engineering

Civil Engineering

In item No. I what is the value of phi (Φ)?

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

From the given data of a differential leveling as shown in the tabulation: Backsight Foresight Elevation Station (m) (m) (m) BM12 4.64 209.65 1 5.80 5.06 2 2.25 5.02 BM13 6.02 5.85 3 8.96 4.94 4 8.06 3.22 9.45 3.71 12.32 2.02 BM14 1.98 a) Find the difference in elevation of station 5 and station 2, b) Find the difference in elevation of station 6 and station 3. c) Find the elevation of BM14. 96
Item I. In the figure shown, A, B, and C are three known control stations and P is the position of a sounding vessel which is to be located. If b = 6,925.50m, C = 6,708.40m, angle BAC = 112°45'25", angle alpha (a) = 25°32'40", angle beta(B) = 45°35'50". 15°45'53" AB (Control Station) T E KA Angle BAC Sounding Vessel C(Control Stat lon) 1. In item No.I, what is the value of angle X? a) 17°33' b) 15°46 c) 20°23' d) 18°10'
A-15 m- 33 m Q2) The figure to the right shows a rectangle ABCD, in which A, B, and C are the stations where staff readings were obtained with a level set up at E and D. The observed readings are given in Table. 20 m Staff reading at level location A B C 1.85 0.803 D 2.42 1.361 1.659 48 m If A is a benchmark having elevation of 70 m. Note: the deflection angle in Line of sight (5) is + 0.1146 degree. Level 1. calculate the correct elevations B and C 2. if the height of instrument at E = 1m, and at D= 1m, what is the height difference between D and E
In the accompanying figure A, B, and C are three known control stations and P is the position of a sounding vessel which is to be located. If b = 6925.50m, c = 6708.40m, angle BAC = 112°45’25”, angle alpha = 25°32’40”and angle beta = 45°35’50”. Find the following:D. Length of d or BPE. Length of e or CPF. Angle thetaG. Angle Phi
4. In the accompanying figure A, B, and C are three known control stations and P is the position of a sounding vessel which is to be located. If b = 6,925.50m, c = 6,708.40m, and angle BAC 112°45'25, angle a = 25°32'40", and angle ß = 45°35'50". a. Compute the angle of value X. b. Compute the angle of value Y. c. Compute the length AP. (Control Station) water A JAngle BAC Sounding Vessel (Control Station)
Given the following data gathered from an altimeter survey: Elevation of the high base, 818 m, elevation of the low base, 422 m; altimeter reading at high base 6579; and altimeter reading at the low base 3333. If the altimeter reading at a field station is 4775, determine its corresponding elevation. a.1804 m b. 3246 m c. not included on the list d. 598 m e. 396 m
In the two-peg of a dummy level, the following observation are taken. INSTRUMENT SET UP NEAR INSTRUMENT SET UP NEAR А В Rod Reading on A 0.921 0.367 Rod Reading on B 1.430 0.768 a. What is the difference in elevation between A and B? Answer: b. If the line of sight is not in adjustment, determine the correct rod reading on B with the instrument still set up at A. Answer:
A, B and C are three known control stations and P is the position of a sounding vessel which is to be located. If AC = 6925.50m and AB = 6708.40m, angle BAC = 112°45'25", angle BPA = 25°32'40", angle APC = 45°35'50", determine the distance AP if A is nearer to P than B and C.
Surveying with Construction Applications (8th Edition) Problem 6.3. Describe, in point form, how you can use a theodolite or a total station to prolong a straight line XY to a new point Z. (Assume the instrument is set up over point Y and is level.)
5) It is desired to determine the height of point B using point A whose height is 650.24 m. By installing Nivo (level) between A and B points, a reading is made as 564 mm on the Mira that is located in point A. Then the Nivo's binoculars were rotated and a forward reading of 3245 mm was made on the Mira held on point B. Based on this knowledge, what is the height of point B?
Ex-2-: In a levelling process the readings were recorded as following: (1.349, 1.723, 1.522, 1.634, 1.542, 1.773, 1.829 m). If the Level instrument was relocated after the fourth reading and the level of the fourth point was (30 m). Calculate the elevations of the other points and do check your calculations.
HM 36 Q.3 A level circuit is shown in figure. The survey, needed for local engineering project, commenced at BM 35, the elevation of new benchmarks 36, 37, 38 and 39 were determined, and then the level survey was looped back to BM 35, the point of commencement. Fined the adjusted new BMs. ВМ 35 Elevation(m) 119.010(fixed) 35 36 37 38 39 35 123.342 118.206 118.451 120.491 118.933 09 km. DM 35 O8 km DBM 37 08 km 08 km BM 39 BM 38 0.7 km