PLEASE ANSWER ASAP. UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places.FUNDAMENTALS OF SURVEYING From the given data of a closed traverse, compute the bearing of line 3-4DISTANCES80m50mLINE1-22-33-44-1BEARINGN 58° EDue NS 36.740 E89.8m

Length of line 3-4 = L Bearing of line 3-4

Answered: From the given data of a closed…

From the given data of a closed traverse, compu LINE 1-2 2-3 3-4 4-1 BEARING N 58° E Due N S 36.740 E DISTANCES 80m 50m 89.8m

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: A flanged wooden shape is used to support the loads shown on the beam. The dimensions of the shape…

Q: For the following beams given below. Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR…

Q: Determine the drag force (in kN) exerted on a high-rise building if the frontal dimension has a…

Q: For the following beams given below. Determine the MAXIMUM SHEAR and MAXIMUM MOMENTS for using SHEAR…

A: A simply supported beam is given, we need to find out maximum shear and maximum moment

Q: 2) The composite shaft shown consists of a hollow brass segment (1) and a solid aluminum segment (2)…

A: Given, Brass segment (1) Outer diameter = 1.25" t= 0.125in. Length= 6in G= 5600Ksi Aluminium segment…

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

A: Continuous Beam : The resistance to bending is provided when force or load is applied to a…

Q: A footing of size 2.5 m x 2.5 m and 500 mm thick resists characteristic axial loads of 800kN dead…

A: Solution: Given: Square footing = 2.5 m x 2.5 m thickness = 500 column = 400 mm x 400 mm Allowable…

Q: The discharge over a trapezoidal weir is 1.315 m³/s. The crest length is 2 m and sides are inclined…

Q: Based on observations of condos with 100 units, it is be lieved that the mean number of parking…

Q: Determine the vertical and horizontal reactions of the hinge support if the weight of M object is FN…

A: Determine the vertical and horizontal reactions of the hinge support?

Q: explain the type of security system available for Intelligent Building?

A: We have to asked types of security system available for Intelligent Building.

Q: Determine the horizontal and vertical components of reaction at pin C.

A: The values and diagram given in the question are as follows:

Q: Situation 2: A steel rod is inserted into a wooden block as shown. Further, two cables (one on each…

A: Given, For the Wooden block: Shear strength capacity= 10 MPa Bearing strength capacity= 15 MPa…

Q: An 8 in diameter (f=0.028) 500 ft long discharge a 3 in diameter water jet into the atmosphere at a…

A: Using the continuity equation calculating the jet velocity: AV=AjVj…

Q: Chemical Engineering .1. Calculate the ultimate load of a propped cantilever, span L, carrying a UDL…

Q: Given: W-11 kN/m P-37 kN/m Solve for the support reactions of the following using Moment…

A: First of all we have to find out the fixed end moments For span BC MfBC = - (11 x 152)/12 = -206.25…

Q: Q-10: The diameters of the impeller of a centrifugal pump at inlet and outlet are 20 cm and 40 cm…

Q: At a small water treatment plant which has 4 filters, the rates of filtration and backwashing are…

A: given- 4 filtersrate of filtration=200 m3/d/m2rate of backwashing=1000 m3/d/m2backwash duration=15…

Q: 150 m long commercial steel pipe is to convey 30 L/s of oil (s=0.9, μ-0.038 N.s/m² from one tank to…

A: A vast technical discipline known as fluid mechanics analyses the basic behavior of fluids, which…

Q: Problem 4: Water at 80 degree flows in a conduit with a cross section shaped in the form of an…

A: The given data is as follows: Temperature of water=80∘FCross-sectional area of equilateral triangle…

Q: the displacement at point D. El is constant.

Q: a. Determine the reaction (R) b. Determine the end moment at wall (Mc) C. Determine the tangential…

Q: What will be the cant deficiency (cm), if maximum safe speed on a 5 Degree curve of a broad gauge…

A: Given- 5 degree curvebroad gaugespeed V=110 km/haverage speed=85 km/h

Q: The 31-kg block rests on the horizontal surface, and a force P-255 N, whose direction can be varied,…

Q: Q3 (a) Define unit hydrograph (UH) and state FOUR (4) applications of UH in engineering hydrology.…

A: Unit hydrograph Unit hydrograph is a direct runoff hydrograph produced by a uniform storm of certain…

Q: Question 3: 150 m long commercial steel pipe is to convey 30 L/s of oil (s=0.9, μ-0.038 N.s/m² from…

A: Given values: Length, L =150 m Q = 30 L/s = 0.03 m3/s s=0.9 μ=0.038 N.s/m2 Head loss, hL = 2 m k for…

Q: Test sample weight= Sieve size Weight retained (g) kel 3/8" 9.5 mm og gm No.4 No.8 No.16 4.75 mm…

A: Fineness modulus it give the average size of aggregate by counting the no. Of sieve from bottom to…

Q: oaded and supported as shown, with M=3160 ft lb, ₁ = 170 lb/ft and sions on the figure are a = 5.2…

Q: ensions on the figure are a = 1.7 nd label shear and bending mome e following information.

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: 022 Plate 3-Method of Consistent Deformation Determine the force in member CD of the truss shown in…

Q: (Mc) C. a. Determine b.Determine d. Determine the tangential deviation at point B with respect to…

A: In order to find the reaction at R , we will make the beam as primary beam by removing R from the…

Q: Assuming user equilibrium before and during reconstruction, which proportion of the total demand…

A: Given data:- The flow X1 on route 1 before the reconstruction, X1=2.206×103 Vehicles The peak hour…

Q: Solve for the internal force in each member in kN using the method of sections and/or method of…

A: Truss: Truss is a pin joint structure subjected to loading only on joint and there is only one force…

Q: 7-47. Draw the shear and moment diagrams for the beam = 800 lb, (a) in terms of the parameters…

Q: Shear and bending positive Aw ich are each moment diagramy and which au negative so leending moment…

Q: (1-a) 4 m (2-a) 3 m FN KN 1 14 4m FN kN 3 m 2 3 m | 3 m (1-b) FN KN (2-b) 3m FN KN

Q: The continuous beam is loaded as shown below. a. b. C. determine the moment at point 1 (M₁)…

Q: Inc draw for each structures shown, compute the reactions shear and bending moment diagrams.…

Q: We require a mix with a mean 28-day compressive strength of 26.5 MPa) the size of D the member and…

A: Given values: Average compressive strength after 28 days = 26.5 MPa Slump = 50 mm Maximum aggregate…

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the following: a.…

Q: 150 m long commercial steel pipe is to convey 30 L/s of oil (s=0.9, μ-0.038 N.s/m² from one tank to…

A: Given :

Q: Determine the net area of the members shown in Figure 4-29.

A: Answer for figure (a) We know that Net area is the Net section area left after deducting the bolt…

Q: A closed traverse has the following data: LAT AB = +15.43, LAT BC = -7.04, LAT CD = -28.62, LAT DE =…

Q: 150 N/mm2 as shown in

Q: A propped beam shown below is loaded with UDL along its entire span. Determine the tangential…

Q: A simply supported beam is loaded as shown below. Using superposition method, determine its maximum…

Q: 3 A flocculation tank contains 1800 m³ of water, which is mixed using paddles at an average velocity…

A: Given data: Volume, V=180 m3 Velocity gradient, G=100s Viscosity, μ=0.798×10-3 Nsm2

Q: to a depth of 100mm and rest with air. What is the pressure at the bottom of the periphery of the…

Concept explainers

Methods of Surveying

Surveying is the practice to determine the relative three-dimensional positions of various points on the earth’s surface. This is done by computing the vertical and horizontal distances, angles between the points, collecting the observations, and plotting them on a map of any appropriate scale. Accuracy can be achieved by using the latest instruments like a theodolite, tachometer, etc. Leveling is a subdivision of surveying where the objective is to locate the elevation of objects considering a datum level.

Question

100%

PLEASE ANSWER ASAP. UPVOTE WILL BE GIVEN! Write the solutions legibly. Answer in 2 decimal places.

FUNDAMENTALS OF SURVEYING

From the given data of a closed traverse, compute the bearing of line 3-4
DISTANCES
80m
50m
LINE
1-2
2-3
3-4
4-1
BEARING
N 58° E
Due N
S 36.740 E
89.8m

Determining the relative position of points on the Earth's surface and measuring the angle and distance between them in order to calculate the required parameters such as elevation and enclosed area.

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: To determine

VIEW

Step 2: Summation of latitude

VIEW

Step 3: summation of Departure

VIEW

Step 4: calculation of Bearing.

VIEW

Step 5: Length of the line.

VIEW

Step by step

Solved in 5 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

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?
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.
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
complete the distance between two points A&B by using level instrument if the upper reading of stadia was 1.532 and lower reading was 0.921
Given the following data of a closed traverse. Compute the bearing of line DE a. N 56°55’ W b. N 56°55’ E c. N 46°55’ W d. N 52°55’ E
Answers a) 0.864 b) 18.76 kN/m3 c) 5.91 meters
Given the following data for a closed traverse in which the length of sides BC and CD are unknown. For Length and Bearing of AB (795.62 m, S 03 deg 05’ W), BC (Unknown, S 52 deg 50’ W), CD (Unknown, N 12 deg 42’ W), DE (650.25 m, N 40 deg 15’ E), EA (541.55 m, S 85 deg 58’ E). If BD is chosen as the closing line, its length is • 977.23 m • 902.13 m • 853.71 m • 24.11 m • 903.48 m
Three lines have the following north azimuths: AB 114o36’, CD 254o45’, and EF 302o14’. What are the bearings?
▪ A line has a magnetic bearing of S41°30’E when the declination was 1°30’E. What is thetrue bearing of the line if a local attraction is 3°30’ to the east of the vicinity?
A line has a magnetic bearing of S41°30’E when the declination was 1°30’E. What is thetrue bearing of the line if a local attraction of 3°30’ to the east of the vicinity?
Work out the following problems regarding points andstations along a profile-level route.A. A turning point along with a profile level route measures126.44m beyond station 8 + 24.50. Determine the stationing ofthis turning point.B. For the illustrated problem given above, determine thestationing of the turning point if it is instead located 83.45mbefore the given reference station.C. Determine the distance between station 33 + 45.02 and station 26 + 62.75.
c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and exterior angle for each station. Table 1 Station Bearing Distance (m)1-2 45o 55' 20” 27.4682-3 125o 01' 00” 38.2253-4 248o 05' 30” 47.2724-1 340o 13' 45” 21.612