The table below shows the field measurements for a traverse A. B.C.D.E. if the Azimuth of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right

The table below shows the field measurements for a traverse A. B.C.D.E. if the Azimuth of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all stations of the traverse. Point Line Length(m) Azimuth Angle to the right

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: Determine the value of angle of internal friction if coefficient of active earth pressure 1/4

A: Given data : The value of active earth pressure=Ka Ka=14 To find : Angle of internal friction

Q: A cylinder of 316 stainless steel (cold drawn and annealed) is under compressive load. The diameter ...

Q: VDraw the shear and moment diagrams for the frame shown 2 kN/m 4 m *3m 2m 8 m 2 m 2 m

Q: Given: The block and cylinder have a mass of m. The coefficient of kinetic friction at all surfaces ...

Q: Two soil specimens with identical geometric dimensions were subjected to falling head permeability t...

A: Falling head permeability teat is test used to determine the permeability of fine soil. In this test...

Q: the Iklemal bending moment al point B (including the sign based on the sign convention for internal ...

Q: Three identical 25 kg masses are stacked on top of frictionless rollers. If the system is balanced s...

Q: What is the horizontal displacement of joint C and the vertical displacement of D? Member cross-sect...

A: step1-

Q: A 2m x 3m footing is to support a square column carrying an axial load of 230 KN. The column will be...

A: Given data: B=2m L=3m γ=17 kN/m3 P= 230 kN

Q: Two footings rest in a layer of sand 2.7 m thick. The bottoms of the footings are 0.90 m below the g...

A: ANSWER:- 64.6 Which is approximately equal to 69.2 mm So , option (A) IS correct answer ...

Q: 34 The following Easting and Northing for a closed traverse is as follows:

A: Using Co-ordinate Method, Area=[ |ΣXi*Y(i+1) - ΣX(i+1)*Yi| ]/2 Station X (Easting) Y (Northing)...

Q: If each cable can sustain a maximum tensile stress of 210 MPA before it fails, determine the greates...

Q: For the hottest month (June) of the year 2015, the following data is given: Summation of maximum tem...

Q: Find the point of inflection of f(x)=D x^3-3x^2-x+7. O (1,4) O (2,1) O (0,7) (-1,4)

A: At point of inflection the curvature of the curve changes. The second derivative at that point is eq...

Q: Draw the influence line diagram for the forces in members GB, BC and FE of the Warren truss shown in...

Q: B) Check the adequacy of the footing for Beam Shear considering 1m strip

A: Given Data: The thickness of the concrete wall is T = 200 mm. The wall load is WL=175 kN/m. The dead...

Q: orce A=25 N A B=30 N

A: On the left side, tan(theta) = Perpendicular/base tan(theta) = 7/4 = 1.75 angle theta = tan inverse...

Q: 1.3 ft 200 lb

Q: 7-1. The pipe system of Fig. 7-9 is modified as a result of the analysis presented in the text. All ...

A: We have to determine the value of flow in each line and velocity in each line and the pressure at po...

Q: Determine the steel area required for the section shown: If Mu = 1500 KN. M 70

Q: Diameter is given . Determine average normal stress at Point A

A: Given data : The diameter at Point A d=0.5 in The value of normal force F=3 kip (Tensile) Free bod...

Q: nd the value of the hertz spring constant (GN/m) for a whe ra wheel of 460mm and rail with a crown r...

A: Given:- Load=60kN v=0.3 wheel=460mm radius=300mm To find:- hertz spring constant

Q: A 20 mm diameter bar is 1.25 m long. When the bar is simply supported at its ends in a horizontal po...

Q: A 2-kg metal ball is moving at a speed of 6 m/s. Calculate the force needed to stop the ball in time...

A: mass of metal ball(m) = 2kg initial speed of ball(u) = 6m/s it is required to calculate the force(F)...

Q: The pressure after the pump in a 6-inch inside smooth pipe conducting water is 20 psia. The water is...

A: Given data, Diameter of pipe d = 6 in = r = 3 in = 0.0762 Pressure P = 20 psia = 137895 Pa Length of...

Q: A force of 140 N is applied to an object area 6 m2. Calculate the pressure ?

Q: EI=constant . Find maximum deflection

A: The given question is related with solid mechanics . In this question we are provided with value of ...

Q: Based on the the truss given, what is the value of force acting on member AD? * CO00 KN 24D KJ 0 Ham...

Q: Determine final velocity Initial velocity%3D2 m/s Acceleration=1.6 m/s2 Time-4 s

Q: Determine the moment of inertia with respect to the: а. х-ахis 250 mm y : 50 mm 380 mm 25° X 50 mm 5...

Q: Taking 'k' components 0.77TEC + 0. 8TBD=1440. . - (1) Taking 'j' components D. 514TEC – 1.6TBD=0.......

Q: Determine (a) the equations of the shear and bending moment curves for the beam and loading shown (1...

Q: 2. 200 Zo0 200 300 300 300 y00 500 Find Po 4 Fg assume i=l0%

A: Hi! Thank you for the question as per the honour code, we’ll answer the first question since the exa...

Q: 5. For the 3-force system shown, determine the Moments about pivot A and find the resultant force an...

Q: Which stress theory gives a more conservative result? von Mises. Both give the same result. The r...

Q: Determine deflection at free end . E*I=Constant

A: Given data : Modulus of elasticity=E Moment of inertia=I Point load P=8 KN Length of cantilever beam...

Q: For the beam shown above with total length L = 10 m with a cantilever of length X2 = 3 m and a back-...

A: step1-

Q: Using area moment method, find the reactions of the structure. 75 kN - m 120 kN B 6 m 6 m

Q: (Ans. VR=45.5 k1.

Q: Two cast iron pipes are held together by a bolt as shown. The outer diameters of the two pipes are 5...

A: We have to determine the value of average shear stress in the bolt on the surface where it broke as ...

Q: In reinforced concrete beams subject to pure moment, the total number of independent equilibrium equ...

A: Reinforced concrete beam subjected only pure moment, it eams shear force is generated due to moment ...

Q: Determine the force in each member of the Howe roof truss shown. State whether each member is in ten...

A: In Method of section we divide the section into two half in such a way that section should passed th...

Q: Analyse the structure shown in Figure using consistent deformation methods, then draw the Shear forc...

A: Using method of consistent deformation,....drawing of SFD and BMD for BC

Q: A centrifugal pump has a rated capacity of 600 GPM. When operating at a speed of 1,500 revolutions p...

Q: The section of a prestressed hollow core slab is shown in Figure-2. The slab is simply – supported o...

A: P = 570KN e = 40mm D.L = (2.4+1.7) =4.1 KPa L.L = 2KPa y = 200/2 = 100mm A(area) = 120x103 mm2

Q: IN A NOMINAL 90° TRIANGULAR NOTCH DISCHARGING UNDER INVARIANT HEAD, THE ERROR IN THE ESTIMATED DISCH...

Q: Calculate degree of static indeterminacy

A: Given data : The number of member in truss m=11 The number of Joint in truss J=7 The number of exter...

Q: The date following stream gauging of e were ob tained by a river. Main g auge stafff reading (m) Aux...

Q: Solve the following systems: (1): 14x – 2y - 4z = 0 %3D 18x – 2y - 6z = 0 4x + 8y – 14z = 0 (2): 4X2...

Q: Suppose a large rock is ejected from a volcano, as illustrated below with a speed of 25.0 m/s and at...

Concept explainers

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.

Question

V;19 |
ZAO N O o
GOX U
| KOREK
Traverse_ho...
0:-
The table below shows the ficld measurements for a traverse A, B.C. D, E, if the Azimuth
of AB = 290" and the coordinate of point A (1000, 1000) . Calculate the coordinates of all
stations of the traverse.
Point
Line
Length(m)
Azimuth
Angle to the right
A
AB
50
290
B
90
BC
65
95
CD
61
D
120
DE
50
E
A

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

Step 2

Step 3

Step 4

Step by step

Solved in 4 steps

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

Compute for the given closed traverse the following:a. Bearing of each lineb. Latitude and Departure of each line,c. Linear error of closured. Precision e. Adjust the traverse using the transit rule. If the coordinates of point B are Northing =3000.00 m. and EASTING = 1500.00 m., determine the coordinates of all other points. LINE INTERIOR ANGLE LENGTH (m.) BEARING A-B A = 125 deg 54 min 162.60 N 28o 17’ E B-C B = 135 deg 00 min 253.98 C-D C = 114 deg 27 min 256.32 D-E D = 121 deg 52 min 305.94 E-F E = 88 deg 59 min 335.40 F-A F =133 deg 48 min 182.04
0:£) B s, Mt B Traverse.. X o I onder 1o determine a tunnel between staton A and B where the vision was obstrucied between them, a traverse was slected o link between these stations, The field measurements of the raverseas in the table blow: - Line Length(m) | Azimuth DA 500 2000 be 00 oo ) 0o [oor AB ? ? Tength and the bearing of the tunnel (AB) and the angle BAD for stting it out
A traverse was done by a group of civil engineering students. The folowing measurementswere recorded. Refers to the figure below.a. Calculate the azimuth and bearing of the traverse lines. b. Adjust the traverse by compass rule. c. Calculate the area enclosed by the traverse. Use DMD method. d. Calculate the coordinates of all stations if TP has N = 1230.014 and E = 9180.017Note: Tabulate your calculations.
Answer are nearly around 2237N ,0 N and and 1887N
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)DETERMINE THE CORRECTED LATITUDE OF THE LINE CD.
1Q is 18 7T is 72
ANSWER KEY: D= 51.8319m∆h= 13.5430mElev Sta. A= 70.8530m
A closed traversed has the following data. LINE DISTANCE BEARING AB 185.33 N 43 E BC 258.28 S 67 E CD ? S 38 W DE ? S 81 W EA 150.87 N 27 W The summation of the latitude and departure of the traverse are -26 and 55, respectively. Using COMPASS RULE, determine the follwowing:(Round off into four decimal places)WHAT IS THE LENGTH OF THE LINE CD?
Q avg = 0.181 m^3/s
PROBLEM 1 Given the following interior angles (angles-to-the-right) of a five-sided closedpolygon traverse and if the azimuth of side AB is fixed at 74°31'17", determine the adjusted azimuth of line EA.A =105°13'14"; B = 92°36'06"; C = 67°15'22"; D = 217°24'30"; E = 57°30"38". (Note: line BC bears NW.) THE ANSWER HERE IS Azimuth EA=149.300278 NEEDED TO ANSWER it is connected to problem 1: Compute the relative precision for the traverse of Problem 1 if the lengths of the sides (in feet) are as follows: AB = 2157.34; BC =1722.58;CD =1318.15; DE =1536.06; and EA =1785.58. (Note: Assume units of feet for all distances.) Round off the denominator to two decimal places.
Given:Upper reading = 1.64 mMiddle reading = 1.57 mLower reading = 1.51 mVertical Middle Angle = 10°32’00”Elev of point A = 333 mH of instrument = 1.2 mK = 100Stadia Constant = 0 Solve the ff.: A. Inclined, horizontal, and vertical distance B. Elevation of point B.
Compute for the coordinates of station O. Note that: A has a northing of 1620925.334 and easting of 507672.847. B has a northing of 1620923.996 and easting of 507617.614. C has a northing of 1620694.527 and easting of 507681.770. STATION OCCUPIED STATION OBSERVED HORIZONTAL ANGLE (m) O B 0˚00’00” A 0˚29’49” O A 0˚00’00” C 64˚08’18”