Below is a transit and tape survey notes of a lot. Compute the error of deflection angle Station 1 2 3 4 5 Deflection angles 55.5 deg R 99.5 deg R 44 deg R 92 deg R 68.92 deg R Line 1-2 2-3 3-4 4-5 5-1 Bearing N 10deg E

Below is a transit and tape survey notes of a lot. Compute the error of deflection angle Station 1 2 3 4 5 Deflection angles 55.5 deg R 99.5 deg R 44 deg R 92 deg R 68.92 deg R Line 1-2 2-3 3-4 4-5 5-1 Bearing N 10deg E

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: Please answer with a complete solution. Thank you! For the beam loaded as shown in the figure,…

Q: water pump at elevation 46 m. is used to bring up 250 gpm of water from a river (elev. 45 m.) to…

A: Discharge is 250 gpm Elevation of reservoir is 100 m

Q: A 30 in. 16 in. 24 in. 17 in. H 21 in. D 32 in. 18 in. 12 in. B X

Q: For the A992 steel column W14x90 shown a) Determine if local buckling governs. b) Determine the LRFD…

Q: Steel Design A W610 x 82 beam of A 36 steel has end reaction of 302 kN and is supported on a plate…

A: In order to check the beam adequacy for web crippling let us first find the Nominal web crippling…

Q: SAMPLE PROBLEM 1: USE LRFD The W21 x 93 beam sown in the figure must transmit a total reaction of…

Q: The Tatooine community will landfill plastic along with the inert material and rubber. Assuming that…

Q: Q2- If a soil sample has a dry unit weight of 19.5 KN/m3, moisture content of 8% and a specific…

Q: Find the total deformation of the bar with circular cross- Section of 3cm diameter. E = 1440 x10³²…

A: D = 3 cm or 30 mm E = 140 x 103 MPa

Q: - A moderately sinuous curved trapezoidal cha carrying a discharge of Q-35 m³/s. The long…

Q: Applying the (AMM) Area Moment Method Approach. Consider 150 mm x 200 mm section and E = 80 GPa.…

Q: 50mm (for BC), find the average normal stress in each road and the total deformation of road AB and…

Q: A rectangular channel 22 feet wide carries a flow of 25,000 cfs on a slope of 0.01. Manning's n for…

Q: Q. 5 Determine the moments MBD, MDB, MDC, and MDE. El is constant. 200 KN A B 20 kN/m 5 m 5 m D C…

Q: Determine the required force P on the handle in order to develop torque of M = 62 N·m on the bolt.

A: Therefore the P =193.75N

Q: a) For the following structures, calculate -Reactions -Deformation diagrams (individual and general)…

A: The moment distribution method is a structural analysis technique used to determine the bending…

Q: What is the value of K so that the magnitude of the deflection at the middle of the two supports is…

Q: Use the same data as in problem 1 except that the standard deviation of the entire population is…

A: Since mentioned that the standard deviation of the entire population is known to be 1.2 MPa, can use…

Q: Parkin and Owen (1986) report the following parameter values for anaerobic digestion of primary…

A: Half saturation constant, Maximum specific growth, Maximum specific substrate use rate, Endogeneous…

Q: The design of a city water supply system is shown in the figure. Reservoir A need to supply 0.0938…

Q: How does road transportation benefit the industry?

A: Road transportation is beneficial for many industries because it helps in the faster delivery of raw…

Q: As shown in the figure compute the amount and location of the vertical and horizontal components of…

A: Given data,radius is 7.5mL=10mFINDAmount and location of vertical and horizontal component

Q: Problem 4: Kinetic Head no picture necessary Use the Rayleigh Method to show that velocity head is…

Q: 6.3 Refer to Figure 6.7 and consider a rectangular foundation. Given: B = 1.5 m, L=2.5 m, Df = 1.2…

A: Since you have posted multiple questions, we will provide the solution only for the first question…

Q: A B A000 uil ㄱ ه امیر 60⁰ 60⁰ 68E0⁰ 68 600 JE 50 F 160⁰ 60° 100 Слоз G

A: The truss is shown in the above figure. We have to find out the member forces by method of sections.…

Q: 9 kN/m 4 m D A 5 m C B

Q: Explain the geological difference between Metallic and Non Metallic minerals. Discuss also the…

A: The geological difference between Metallic and Non-Metallic Minerals:Point of ComparisonMetallic…

Q: As shown in the figure compute the amount and location of the vertical and horizontal components of…

Q: Find fr (modulous of rupture) = ? M, bending moment = ? k = ? j = ? y = ? I = ? 0

Q: Select the lightest pair of C9 channels to support the loads PD = 50 k and PL = 90 k. The member is…

A: Dead load, DL=50 kLive load, LL=90 kLength of the member is 20 ft.Grade of steel is A36Diameter of…

Q: A four story "intermediate reinforced concrete moment frames" supports seismic weights of 1400 kip…

Q: Answer the question based on the figure given. Gravely sand Ysat = 18.5 kN/m³; Ym = 17.8 kN/m³ Sand…

Q: 9 kN-m 33 kN/m A By (KN): Cy (KN): C₁: C₂: EIBA (+): 2m 2 kN/m C +im -3 m- EISA (1+): Előo (1+):.…

A: Slope:Slope refers to the change in the angle or inclination of a structure, typically a beam or a…

Q: Questions #1 Water flows at the rate of 0.16 L/s through a 200 mm diameter pipe. If its Viscosity…

Q: Top HO Front Right Draw an isometric based on the Front, Right, and Top Views.

A: Top, front and right views are given, we need to draw isometric view

Q: Two large water reservoirs with a water level difference of 12 m are joined together with two pipes…

A: Elevation difference , Z = 12 m D1 = 200 mm or 0.2 m D2 = 100 mm or 0.1 m

Q: The Fink truss supports the loads shown in (Figure 1). Approximate each joint as a pin. Suppose that…

Q: From the given truss shown. Determine the force at member JI, indicate if tension or compression. If…

A: Determine the force at the member JI. Let's solve using method of section.

Q: The dresser has a weight of 80 lb and is pushed along the floor as shown in (Eigure 1). Assume h =…

A: Part A) Calculate the minimum force to move,

Q: For pretensioned axially tensioned member, how to calculate the effective prestress established in…

A: 1. The stress remaining in the concrete due to prestressing after the loss of prestress.2. Loss of…

Q: Example 3 : For the data given find the population in year 2035 year 1965 population 24700 1985 1975…

Q: 0.25 m DE 0.25 m 1.5 m F D 10° 60° 30° L 0.5 m 2m J A HW18: FBD of the bucket and whole upper…

Q: The moisture content of coarse aggregate is 0.60%. If the mass of the aggregate is 1,290 kg, adjust…

A: moisture content of coarse aggregate = 0.60%. mass of the aggregate = 1,290 kgvolume of sand = 0.30…

Q: SAMPLE PROBLEM 2: VSE LRFD W21 x 62 steel is used as a beam simply supported over a span of 8m. The…

Q: B1- Determine the reactions and draw the shear and bending moment diagrams for the following beam…

Q: Analyze each problem carefully. Provide FBD and show complete solution clearly. The loaded beam and…

Q: A small watershed consists of 1.5 km² of cultivated area (c=0.2), 2.5 km² under forest (c = 0.1) and…

A: Given data -L = 2 km = 2000 m T = 25 year S =20m/2000m Find out - Peak rate of runoff for a 25 year…

Q: Compute the elastic moment capacity, plastic moment capacity, and shape factor (f) of the ff.…

Q: N/m^3. B 5 D.D.

Q: SAMPLE PROBLEM 2: VSE LRFD Steel column 3.6m long and hinged at both ends is used to carry an axial…

Question

HAnd written and clean writing please

Below is a transit and tape survey notes of a lot.
Compute the error of deflection angle
Station
1
2
3
4
5
Deflection
angles
55.5 deg R
99.5 deg R
44 deg R
92 deg R
68.92 deg R
Line
1-2
2-3
3-4
4-5
5-1
Bearing
N 10deg E

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: Given data of the plot

VIEW

Step 2: Property of deflection angles in closed traverse

VIEW

Step 3: Calculation of error of deflection angles in given plot

VIEW

Solution

VIEW

Step by step

Solved in 4 steps with 4 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

The accompanying schematic arrangement of line portray a differential level route. Th values indicated represent back-sight and foresight readings taken at different points as labelled. Prepare the complete differential level notes for the information shown and the customary arithmetic check. STA. BS HI FS ELEV. BM1 2.35 356.65 TP1 1.37 3.28 TP2 3.08 2.04 ТРЗ 1.54 3.61 ТР4 0.85 3.69 BM2 3.07 Arithmetic Check: Elevation BM1+(SUMMATION OF BS) -(SUMMATION OF FS) =BM2 A. Height of the instrument at TP4. B. Elevation of TP4. C. Difference in elevation of TP1 and TP4.
Q3: A: Draw the diagram of traverse classification. B: In closed traverse ABCD. The partial coordinates were known as shown below. Determine its area by DMD method. 04 N Dofland OWODY dienstl it with (nm) dinostim Mem. AB BC CD DA ΔΧ 40 -80 -50 AY 60 100 -70
If the 4 holes in the drawing below are produced at .410" in diameter, what is the total positional tolerance of the holes? O .040 O .020 O .035 D O .410 Ø3.000 .020 45° 4X Ø.395-.430 Ø.500-.510 0.020MABMCM +0.010M ADM -.375-.395 +.000MABM C Ø2.000 A 0.005MA B
Below is a transit and tape survey notes of a lot. a. Compute the angular error of deflection angle. b. Compute the corrected bearing of the lines. Assume that line 1-2 has a corrected bearing of N 13° E. Station Deflection Line Bearing Distance Angle 55°30'R 1 1-2 650 99°30'R 2-3 895 44°00'R 3-4 315 4 92°00'R 4-5 875 68°55'R 5-1 410 23
The observed lengths of the sides (in feet) of a five-sided closed polygon traverse are as follows: AB= 202.74, BC = 285.87, CD= 499.37, DE = 321.33, and EA = 382.78. (Note: Assume units of feet for all distances.) The preliminary azimuths obtained after balancing the angles are as follows: AB= 138° 16'27", BC = 67°02′46", CD= 354°22'24", DE = 256° 13'01", EA = 185°29/20". Compute the departures of the sides. Express your answers in feet to five significant figures and separated by commas. AB, BC, CD, DE, EA = Part B ||| ΑΣΦ ΑΣΦ AB, BC, CD, DE, EA = vec Compute the latitudes of the sides. Express your answers in feet to five significant figures and separated by commas. [ΠΙ —| ΑΣΦ | w vec ? ? ft, ft, ft, ft, ft ft, ft, ft, ft, ft
with the given table below, find the following:- Linear Error of Closure- Relative Error of Closure- BSE Bearing Distance Lat Dep cLat cDep AdjLat AdjDep AB S 68 5 35 W 472.68 -176.36 -438.55 45.67633474 45.67926201 -130.68 -392.87 BC N 19 46 0 W 216.3 73.09 -203.40 20.88522093 20.8865594 93.98 -182.51 CD N 45 55 20 E 276.52 192.35 198.65 26.72086842 26.72258088 219.08 225.37 DA S 54 59 15 E 382.24 -219.31 313.06 36.93687525 36.93924243 -182.38 350.00 1347.57 ∈latitude=el=-130.22 ∈departure=ed=-130.23 130.2192993 130.2276447 0.00 0.00
Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude and departure using compass rule: Line Distance Latitude Departure Adjustment (Lat) Adjustment (Dep) Adjusted Lat Adjusted Dep 1-2 388.08 -234.363 -309.322 2-3 732.72 732.665 8.952 3-4 324.78 -22.938 323.969 4-1 477.24 -476.557 -25.531 Express all answer unitless and with 3 decimals for A to J Next
18. From the shown figure below, determine the unknown data. (10 pts) LINE LENGTH BEARING AB 415.50 N70 15'E BC 220.32 N82 23'E CD 230.06 N79 50'W DA Unknown Unknown
Data: LINE AB BC LENGTH (m) OBSERVED BEARINGS (QBS) FORWARD | BACKWARD FORWARD BACKWARD D' D' 178.00 177.80 N 56 5 E 56 10 W 209.00 210.60 N 78 23 78 20 W CD 367.67 367.60 N 12 49 E 12 50 W DE 512.67 512.38 S 37 12 E N 37 15 W EF 781.55 781.50 S 65 54 E N 65 45 W FG 127.90 128.35 N 43 30 43 18 W N 23 32 E GA 564.44 564.20 S 23 40 W Question: 1.What is the adjusted bearing angle of Line DE, CD, EF, FG 2.What is the total length (summation of all the lengths of the lines) of the adjusted open traverse? S E S E W SZZS
30 Y 5OKN 3. 4 40° 7OKN 450 l00 KN z Fy=? ī Fx = ? %3D RF = ? %3D 20
1. Fill in the following form of a horizontal angle measurement with a DJ6 theodolite, and try to calculate the horizontal angle and indicate the tolerance error in the remarks column. (8') Set Station Face Sight to 1 0 L L A B R B R A Reading 00 01 12 88 49 18 180 01 24 268 49 36 Angle value Mean of faces OF " remarks Half difference of face left and face right are seconds
Q2) a.) Find the intersection coordinates of lines passing from AC and BD. b.) Find the area defined by the corner points A, B, C, and D. The Lengths in the below given figure are in meters. Use Gauss Method only. 17.42 B e----165.05 37.15 55.98 Yp Хр 39.47 22.75L D ol4.90 i 13.90 A 0.00 ty