The following interior angles of a five-sided figure were measure with the sameprecision.ANGLEOBSERVED VALUENO. OF REPITITIONSM76° 08’50"4167° 02’ 05"686° 15’ 20’Q134° 44’ 35"R75° 48’ 50"A. Determine the adjusted value of Angle MB. Determine the adjusted value of QC. Determine the adjusted value of R

Answered: The following interior angles of a…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Find the distance of AB = S (m) and azimuth (AB) in grad between two points whose coordinates are given below. Pick the correct answer from below. PN Y(m) X(m) A 42356.25 67452.79 B 64526.63 74523.65 Oa.23270.64m and 799.1081 Ob. 23270.64 m and 80% 3454 Oc34228.64 m and 919 2984 Od. 24228..64 m and 819,9984 Oe. 24228.64 m and 819.3454
3- Compute azimuth angels of (BC) and (CD). (AB)=132%.1714 B1=1438.4121 B2=216%.0089 (В)-? (CD)=? A В
Compute the angle 0 in the below figure (in grad), if you know the directions in grads aAB=128.5772° and ABc=245.91268 (Example answer 35.2345) A B
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A parcel of land has been surveyed in the field and the lengths and bearings of the various sides are shown: a. Compute the error of closure for the traverse. b. Compute the precision of linear measurement. Determine the included area (using DPD method) within the traverse in асres. BEARINGS N53' 27'E S 66° 54'E S 29'08' W N 52°00' W LINES DISTANCES (m) AB 59.82 вс 70.38 76.62 CD DA 95.75
The combined correction for curvature and refraction can be given as:- A C = 16d²/6R B C skippe d D C = 14d²/6R C = 6d²2/14R C = 7d²/14R
Determine the elevation of station BM1 using c = 0.14 and k = 100. Backsight Foresight DE ELEV Station Angle RR VD s Angle RR VD BM1 1.868 10° 28' 1.406 2 2.476 3° 46' 2.67 2.42 15° 3' 0.83 3 2.02 -4° 15' 1.59 1.93 -20° 27' 1.63 4 2.187 24° 12' 2.134 100
Points A and B 1000 m apart are plotted on a straight highway running East and West. From A, the bearing of a tower C is 32° W of N and from B the bearing of C is 26° N of E. Approximate the shortest distance of tower C to the highway. Select the corecct answer below: A. 236.56 m B. 267.43 m C. 547.6 m D. 273. 92 m
Solve for: a.) sum = θ1 + θ2 + θ3 + θ4 b.) horizon error of closure: e = 360° - sum c.) correction = e/n
Questions: 1. Determine the closure in latitudes (CL). 2. Determine the closure in departures (CD). 3. Determine the linear error of closure. 4. Determine the bearing angle of the side of error (in decimal form). 5.
Pleasedraw the figure in this problem The following data were obtained by stadia observation: vertical angle Ѳ = +9degree25min, upper stadia hair and lower stadia hair readings are 2.352 m and 0.995 m, respectively. The stadia interval factor is known to be 99.0 and C = 0.381 m. The height of the instrument above the instrument station (point A) is 1.496 m and the rod reading is taken at 1.589 m. Elevation of point A is 776.545. determine the inclined distance AB? In Problem 1, Determine the elevation of B In Problem 1 determine the vertical distance In Problem 1 determine the horizontal distance
The interior angle of a five sided closed traverse were measured as follows: A = 85°11', B = 68°30', C = Not Measured, D = 79°05', E = 116°21' and F = 136°51', If all observed angles are assumed to be correct, determine the interior angle of C, also, determine the bearing of each line if the bearing of line AB is S 68°18' E. Tabulate values accordingly and draw the traverse. LINE DIST (m) STA INTERIOR ANGLE BEARING АВ 92 A S 57°11' E BC 32 B CD 55 C ? DE 87 D EF 38 E FA = 80 F

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