8. ANGLES FROM BEARINGS. Determine the angles APB, CPD, EPF, GPH, IPJ, and KPL from the given magnetic bearings: a) PA, N32° 25'E PB, N73 40'E b) PC, N82 05'E PD, S46 23'E c) PE, S78 10'E PF, $18°35'E d) PG, S41° 30'E PH, S44°15'W e) PI, S59° 48'W PJ, S77 69'W PK, N13° 53'W S88 04'E f) PL,

8. ANGLES FROM BEARINGS. Determine the angles APB, CPD, EPF, GPH, IPJ, and KPL from the given magnetic bearings: a) PA, N32° 25'E PB, N73 40'E b) PC, N82 05'E PD, S46 23'E c) PE, S78 10'E PF, $18°35'E d) PG, S41° 30'E PH, S44°15'W e) PI, S59° 48'W PJ, S77 69'W PK, N13° 53'W S88 04'E f) PL,

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: P.T, P.I, P.C are the basic for setting a Vertical . curve equirements True O False O

A: This Statement is true

Q: a-Calculate the bearing in DMS from Sta. A to Sta. C. b-Calculate the distance from Sta. A to Sta.…

A: The slope of a line with the x-axis is given by tanθ=y2-y1x2-x1 In the given question, y2=4314.08…

Q: Find MG

A: Data given Find : Metacentric height

Q: Due to carelessness of one member some information of the technical description were lost. Bearings…

Q: FILL IN THE MISSING DIST (M) AND BEARING LINE DIST Bearing AB 21.213 N 45° 0' E BC 29.732 N 47° 44'…

A: Line Distance Bearing Whole circle bearing AB 21.213 N45oO'E 45oO' BC 29.732 N47o44'E 47o44'…

Q: From the given data, compute the bearing of line 3-4 LINE BEARING DISTANCE 1-2 N 43 10' W 17.44m 2-3…

Q: Q: Using whole circle bearing, find the correct bearings for the below traverse using the provided…

Q: DISTANCES 110.8 m BEARING N 32°27' E 83.6 m S 8°51' W 126.9 m S 72021 W

A: course Bearing (QB) Bearing (QB) Distance (m) AB N32° 27'E 32° 27 ' 110.8 BC ? 0 83.6…

Q: TEST II. Simple Computation 1. Calculate the latitude of 600m length with a bearing of N55°30'W. 2.…

Q: Revrrse Curve Given First Pl- 75 20 00" L deFlection cngle Pl2-40+16.70 83° 50 00"R deflection angle…

Q: 2. Compute the omitted or missing bearings 3 S 88°29' E 340.87 m. 144.97 m. 127.55 m. /NN 15°16' W…

A: Surveying is an important subject of civil engineering. It is one of the basic aspect while studying…

Q: MOMENT AREA METHOD FIND THE SLOPE AT POINTS B & C E= 200GPA I= 360x106mm4 5m 10KN A 10m

A: Moment Area Method: Given: E = 200GPa=2 x 105 N/mm2 I = 360 x 106 mm4 EI = 7.20x1013 N mm2

Q: Compute adjusted forward bearings of the following open traverse;

Q: if the bearing of AB is N 41° 23' 20"E. Compute the bearings of DE. 10s *3o 20 140°2e 'so" .Bh,89

Q: Example- bearings. : Convert the following whole circle bearings into quadrante (3) 242° 45' (4)…

Q: Describe about the friction-circle analysis.

A: The friction circle is defined as a circle in which the maximum resultant force of braking and…

Q: Q2: Given the following planar manipulator find the following a) °T2 b) 2R, c) The location of 02…

A: Planar manipulator: A manipulator is called a planar manipulator if all the moving links move in…

Q: What is the bearing from Instrument A (Instru. A) to the Light post 145° 30° 45° O225 30 45 65° 30°…

Q: 45" 45" Instru. A 1000 E 5000 N 65 20'25" 1247.114 E 4751.420 N Inst

Q: Find the deviation of B from the tangent drawn at C. A.0.2489 B.0.0829 C.0.0711 D.0.0119 Find the…

A: Given data EI = 12000 lb-ft2

Q: Adjusted Values Corr Interior Angle Observed Bearings Length (m) Computed Sta Internal Angle Line…

Q: P.T, P.I, P.C are the basic for setting a Vertical . curve requirements True O False O

A: Point of tangency(PT) , point of Intersection (PI) and point of curvature (PC) are to be determined…

Q: A steel post (E = 30x10° psi) having thickness h = in. and height l = 71 in. supports a stop sign…

A: Stress is defined as the force of resistance per unit area given by a body against deformation. The…

Q: 1)Determine the slope and deflection at point “C” using Virtual work method E = 29000 ksi, A= 3500…

Q: knThe Fh is correct 397.305 The Fv is incorrect i am getting 356.887 Kn the area is the area of…

A: Fx = 397.305 kN We need to calculate correct value of vertical hydrostatic force Fv

Q: Part A) Balance the angles Part B) Compute the bearings for all sides Part C) Compute latiudes and…

A: since , you have posted question with 4 subparts ,I have solved 3 parts and if you want the answer…

Q: Ex 5: If the bearing of AB is N 42°11'10" E, compute the bearings of the remaining Sides. Provide…

Q: 1. a. The azimuth of a line is 294 - 21’ – 30*. What is its bearing? (Show a diagram and the…

Q: The possible location of shear centre of the channel

A: Given, Figure shown the shear centre channel section, Draw figure to shows the possible location of…

Q: From the following set of lines whose magnetic bearings are given: OA, N 39° 25' E and OB, N 75° 50'…

Q: N 78°38' E N 78°38' W S 78°38' W Due West

A: Sides of the triangle are: a = 800, b = 1000, and c = 600. Let the internal angles of the triangle…

Q: DE S 17° 20' W N 17° 20'E

Q: 4. The exterior angles of a traverse were measured using a theodolite and the readings are given…

Q: Point O is at origin. Compute the angles: [ Select] AOB, [ Select ] v COD [ Select ] EOF [ Select ]…

Q: igure 4 Unknown Bearing 1391.17 m S75 48'E 667.46 m S68 06'W. 1035.79 m 1272.4! m Unkno Bearing…

Q: The values are correct. Just provide a solution on how the BACK BEARING IS COMPUTED! PLEASE SHOW A…

A: The difference between forward bearing and back bearing is 1800 so, in case of whole circle bearing…

Q: If whole circle bearing of a line is 1200, its reduced bearing is A. S 20? E B. S 60? E C. N 120? E…

A: 1. whole circle bearing-WCB=1200so,1200-360o×3=120o120o=2nd Quadrant90o+30o in the S-E…

Q: from5om ong tape-00195.og V125. Sao0 e) Calculate the correct length between two supports if the…

Q: Experimental, Values, N Trials Computed Values, N Percent Error RA .6659kg 6.5258 N 6.5333 N 0.11…

Q: The following are the true bearings of a closed traverse. Compute the interior angles of each side.…

Q: Compute the FR and ϴx on a 1 m wide strip of the gate shown.

A: Objective: To determine the resultant force on the gate and the angle made by the resultant with…

Q: 4.7 Clused traverse ABCD has the following S 40° 18' E, CD = SI1°11' W, DA = N 62°07' W. Compute the…

A: Transverse surveying is used for land surveying. In this type of survey, the length and direction of…

Q: 3. Find the area of a triangle whose adjacent lengths measures 350m and 400m with an included angle…

A: given b=350m and c=400m

Q: Observed Bearings Length (m) Computed Internal Adjustea values Forward Line Sta Corr Interior Васк…

A: Solution: The table is drawn below:

Q: P.T, P.I, P.C are the basic for setting a Vertical . curve requirements True O False O

A: To find out the basic requirement for setting a vertical curves.

Concept explainers

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

8. ANGLES FROM BEARINGS. Determine the angles APB, CPD,
EPF, GPH, IPJ, and KPL from the given magnetic bearings:
a) PA, N32° 25'E
PB, N73 40'E
b) PC, N82 05'E
PD, S46 23'E
c) PE, S78 10'E
PF, $18°35'E
d) PG, S41° 30'E
PH, S44°15'W
e) PI, S59° 48'W
PJ, S77 69'W
PK, N13° 53'W
S88 04'E
f)
PL,

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 2 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

P.T, P.I, P.C are the basic requirements for setting a Vertical . curve True O False O
PLEASE ANSWER AS SOON AS POSSIBLE
The following are the true bearings of a closed traverse. Compute the interior angles of each side. LINE 1-2 BEARINGS N 50° 20' E 2-3 S 42° 27' E 3-4 S 45° 17' W 4-5 N 28° 52' W 5-1 N 35° 50' W
What is the bearing from Instrument A (Instru. A) to the Light post (Point D)? 110°20'35" 1000 E 5000 N Instru. A 335° 30' 45" 145° 30' 45" 65° 30' 45" O225°30' 45" 65°20'25" 1247.114 E 4751.420 N Light post Instru. B N
Due to carelessness of one member some information of the technical description were lost. Bearings of courses AB and BC are now unknown as shown in the table below. Length, m Вearing Ø AB Ø BC S 35°25' W Course АВ 63.00 ВС 113.50 CD 45.30 DE 135.83 N 55°33' W EA 13.00 N 2°53' E A. What is the bearing of course AB. B. What is the bearing of course BC.
Compute the omitted or missing bearings
In chain and compass traversing, the magnetic bearings of the survey lines are measured by a O a. dumpy level O b. chain O c. theodolite O d. compass
7. Determine angle KPL from the given bearings. Draw the angles. a) PK, N 25°43’ W PL, S 79°12’ E
CE 2131 PRACTICE PROBLEM ON CLOSED TRAVERSE. Determine the adjusted bearings of the following traverse. Problem 1 Line 1-2 2-3 3-4 4-5 5-1 Forward Bearing N 30°30'W S 80°45'W S 53°00'W S 13°00'W N 66°30'E Back Bearing S 32°15'E N 82°45'E N 50°15'E N 11°30'E S 69°30'W
Calculate the Moment of Inertia t Ex and Ly •8x11.5 C10X153 AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Average Thick- Web Width sess Thick- Section Number C15 x C10 x C12x 30.0 25.0 20.7 C9 x CB x Area Depth Weight of of Sec-Width per Sec Foet tion tion C7 x b, 4 in in A d in ² in. in. in. in." 50.0 14.7 15.00 3.716 0.650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 349 33.9 9.96 15.00 3.400 0.650 0.400 315 ness 1 30.0 25.0 20.0 15.3 8.82 12.00 3.170 0.501 0.510 162 7.35 12.00 3.047 0.501 0.387 144 6.09 12.00 2.942 0.501 0.282 129 5, 1 18.75 5.51 8.00 2.527 0.390 0.487 44.0 13.75 4.04 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2.260 0.390 0.220 32.6 V 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 15.0 4.41 9.00 2.485 0.413 0.285 51.0 11.3 3.40 1.93 13.4 3.94 9.00 2.433 0413 0.233 47.9 10.6 3.48 1.76 5, in." in." 53.8 5.24 11.0 3.78 46.5 5.44 9.23 3.36 42.0 5.62 8.13 3.11 8.82 10.00 3.033 0.436…
If the bearing from point A to point E is S 00° E, in what quadrant is the bearing from point A to point B? B A 68.42' E 101°28′ 118°34' Quadrant 1 Quadrant 3 78-32-00 Quadrant 2 115.89' 164.95' -Z→ 113°05' D 102°11' 121.69' 88.41' 104°42' C
What is the correction value to be applied to each angle? The final adjusted bearings are: 11 • Line 1-2 = • Line 2-3 = Line 3-1 = O 0