Problem 1 (10 points) The following interior angles of a triangle traverse were measured with the same precision. STATION VALUES IN NO. OF DEGREES MEASUREMENTS 98°18' 3 В 120°14' 5 49°04 D 93°42' 2 Determine the most probable value of each angle.

Problem 1 (10 points) The following interior angles of a triangle traverse were measured with the same precision. STATION VALUES IN NO. OF DEGREES MEASUREMENTS 98°18' 3 В 120°14' 5 49°04 D 93°42' 2 Determine the most probable value of each angle.

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: Problem. On one side of the gate, water stands level with the top of a vertical rectangular gate 4…

A: solution Given height of plate h=6feet and width of the plate b=4feetahydrostatic force on lest side…

Q: a two span beam subject to shear and flexure only is reinforced as follows: Section: TOP BARS @…

A: T = Cc + Cs fy = 415MPa fc = 21MPa dc (effective cover) = 30mm {assuming} d' (cover at top) = 20mm d…

Q: e is dro

Q: A beam having a width of 500 mm and a total depth of 800mm is reinforced with 6-32mm dia bars.…

Q: Design a circular slab for a room 5 m in diameter (effective) with simply supported edge. Total…

Q: A short rectangular column 500 mm on one side and 800 mm on the other side. It is reinforced with…

A: Given : Width of cross-section of the short rectangular column, b = 500 mmDepth of cross-section of…

Q: Refer to Fig. STA-002. Determine the moment in (kN-m) at D. W = 8 kN/m P =40KN 2.5m 0.3m Fig.…

Q: Determine the maximum shear and moment for the beam shown below. 14 kN/m 7 kN/m 7 kN/m A D В C - 3…

Q: A layer of sand 5 meters deep overlies a thick bed of clay. calculate the vertical, horizontal,…

Q: more stations lying outside the watershed were found to have weightages. The details of Thiessen…

A: Given:- five rain gauge stations To find:- average depth of rainfall on the watershed in july 2012…

Q: Find the value of flow velotity if discahrge is 2 m3/s and area of channel is 2 m2

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

Q: e only is reinforced as follows: Given: Stirrup diameter, ds = 10 mm Concrete f'c = 21 MPa Steel…

A: Percentage of steel in tension is less than max.allowable percentage . Consider as a single…

Q: Given the cross-section of the beam shown. 625 mm 20 kN/m 100 mm 500 mm A B 6 m 100 тm FIGURE 16. a…

A: Calculate the moment at mid span for above beam. Length of beam 6m with uniform varying load 0 to…

Q: which of the following is not a typical zoning constraint

A: Answer is : option D. minumum vehicle parking requirements

Q: Refer to Fig. STA-002. Determine the torque (kN-m) at D W 8 kN/m P =40KN 2.5m 0. 3m Fig. STA-002 O…

Q: S79 The light bar is used to support the 50-kg block in its vertical guides. If the coefficient of…

Q: In a sudden enlargement of a pipe cross-section, if the velocity of flow at the inlet of pipe (V1) =…

Q: summarize the factors affecting connate water saturation. 2.1. the definition of residual oil and…

Q: An irregular container, closed at the end, is filled with water (999 kg/m3). Consider the opening…

A: Density of water, ρw =999Kgm3The given container is filled with water and left limb is open to…

Q: The sum of two numbers is 48, and the sum of their reciprocals is 16. Find their product.

A: Sum of two numbers = 48 Sum of their reciprocals = 16 Let the numbers be X and Y.

Q: a. Determine the design flexural strength capacity of the beam. Ø =0.90 (kN-m) b. Determine the…

A: L = 9m Assuming A992 steel So, fy = 345 MPa fallowed = 0.9 x 345 = 310.5 MPa ζall (shear strength) =…

Q: A singly reinforced rectangular beam 300 mm wide and 600 mm deep is subject to a factored shear…

Q: While visiting Cape Canaveral, we came upon an engineer digging a hole. "How deep is that hole?" We…

A: Following is required answer :

Q: Water flows through an orifice at the vertical side of a closed cylindrical tank. The water level…

Q: Determine the strain if stress value is 33 MPa and modulus of elasticity is 80 MPa

A: Given data : The value of stress σ=33 MPa The value of modulus of elasticity E=80 MPa To find :…

Q: The following interior angles of a triangle traverse were measured with the same precision. STATION…

Q: ttached to the top and bottom flanges and i 20 mm rivets. The beam is simply supported ove a…

A: Given:- W21x147 platess=300 x12mm uniformly distributed load=270kN/m d=560mm I=0.00151mm4 shear…

Q: 4.1 A simply supported beam is reinforced with 5-ϕ25 mm at the bottom and 2-ϕ20 mm at the top of the…

Q: From the beam and loading as shown: 140 KN/m FIGURE 14 (B) 0.5 m 0.2 m Derive the expression for the…

Q: A simply supported beam is reinforced with 5-ϕ25 mm at the bottom and 2-ϕ20 mm at the top of the…

Q: A type of thermoplastic lane marking design to aid and provide motorist with visual, audio and…

A: Answer:- Rumble Strips Rumble strips which are also known as the sleeper lines or the alert strips…

Q: 1. A beam element with length L = 10.0 m is used in a finite element analysis and the displacement…

A: mx..+cx.+kx=0 m=mass c=damper k=spring constant Mg=F [self-weight] F=kx [Spring force] F=cx. Given,…

Q: Assume bars laid out in single layer. Calculate the following if the limiting tensile steel strain…

A: fy = 415MPa fc = 28MPa D = 450mm d = 450-64 = 386mm (effective depth) b =300mm d' = 70mm

Q: ties and tie wire if there are 36 columns with cross section mensions of 60 x 90 cm. at 12.00 meters…

A: Given:- lateral ties dimater=10mm number of columns=36 60 x 90cm L=12.00metres=1200mm To find:-…

Q: FIGURE 1 are applied at of steel, bronze rigidly attached together. If P = 3000 lb and the…

Q: Q3: Q3/ A 300x500 mm column as shown in the figure below. If P= 1200 kN, M,=1800 kN.m and f =28 MPa.…

Q: The angular velocity of the left disk is given as a function of time by wA = 4.7 + 0.16t rad/s.…

Q: Explain the concept of concorent engineering with a case study

A: Concurrent Engineering is indeed a cooperative method to developing systems and services that is…

Q: A = 0.5 in.? 3 ft A B | 20 kips 2 ft 2 ft -- 4 ft 4 ft- A = 0.75 in.?

Q: other side of the dike. The circular concrete culvert has a free outfall. The culvert is 60 feet…

A: Given, D=30 inches (2.5 ft) Head water depth =3 to 6 feet Orifice coefficient Co=0.62 Manning's…

Q: he answer should have at least 2 decimal places. olve in metric units. Use the following factors in…

Q: Q3: The figure represents a homogeneous earth dam with a 15he horizontal filter (25 m). The…

Q: Q.45 The CBR value of soil subgrade is 5%, wheel load for medium light traffic of 250 commercial…

A: Given data: P=4100 kgρ=6.5 kgcm2CBR=5 %

Q: Q 2: Calculate the (We) and permeability (k), where the data are available: Pi=2500 psi P-2460 psi…

A: Given, Pi = 2500 psi P' = 2460 psi K' = 1200 bbl/month/psi radius of aquifer r0 = 15750 ft radius of…

Q: Rising and Dipping distance which equation is correct? a. 2.20 X √ Elevation b. 4.10 X √…

Q: Problem 6: Analyse to determine the maximum allowable tensile load for a W310x44.5 connected to a…

Q: Refer to Fig STA-001. if the cylindrical tank weighs 100 kN. determine the horizontal force that…

Q: SITUATION. A closed cylinder of radius 10 cm, height of 30 cm is filled with water. If the cylinder…

A: Given. Radius 10cm = .1m Depth = 30cm= .3m N=240rpm Height of paraboloid?

Q: Refer to Fig. RCD-GH-08. f'c = 28 MPa and dimensions are measured in mm. Determine the location of…

Q: Q 1 .An aquifer has following different formations, their thickness and Hydraulic conductivity are…

A: Given:- The formations, thickness, and hydraulic conductivity of an aquifer are given Each formation…

Question

Problem 1 (10 points)
The following interior angles of a triangle traverse were measured with the same precision.
STATION
VALUES IN
NO. OF
DEGREES
MEASUREMENTS
98°18'
3
В
120°14'
5
49°04
D
93°42'
2
Determine the most probable value of each angle.

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

Step1

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

Correct the survey data below for a closed traverse. LINE DISTANCE BEARING AB 495.85 m N 05°30’ E BC 850.62 m N 46°02’ E CD 855.45 m S 67°38’ E DE 1,020.87 m S 12°25’ E EF 1,117.26 m S 83°44’ W FA 660.08 m N 55°09’ W
Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the area of the traverse using DPD Method. Line Length Bearing AB 249.180 m S 19°32’ E BC Unknown N 74°09’ E CD 445.100 m S 36°40’ E DE 668.270 m S 51°14’ W EF 866.790 m N 73°25’ W FG Unknown N 26°00’ W GA 560.150 m N 64°32’ E Note: EXPRESS THE ANSWER UPTO 3 DECIMAL PLACES. kindly please be accurate with the solution. thank you
Observations from unknown pointFlagpole: 18°05'37''King's Battery: 38°03'36''Plumpud: 52°55'01'' Y XFlagpole +49835.50 +59098.10King’s Battery +50750.11 +58299.80Plumpud +50345.40 +58164.13 1. Calculate the coordinates of your unknown point using Q-point method for resection.
FUNDAMENTALS OF SURVEYING All azimuths are measured from South.All angles must be written to the nearest minute only.All latitudes and departures must be written to two decimal places only. The algebraic sum of latitude and departure of a five-sided tract of land ABCDE are asfollows: L = - 1.45m, D = + 1.25 m. Determine the error of closure.
Surveying In order to locate the position (P) of a sounding boat, the angles APB & BPC subtended at P by three points A, B and C on the shore were measured with a sextant and found to be 28º 42’ 40” and 30º 28’ 20” respectively, the point B & P being on opposite of AC. The length of AB & BC scaled from a map were 662 m and 4662 m respectively, and the angle ABC was 60º 50’ 40”. Carry out all the necessary calculations to compute the distances PA, PB and PC.
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?
SURVEYING From the following traverse: (Use 3 decimal point) LINE DISTANCE BEARING AB 370m N 15° E BC 648 S 86° E CD 470 S 19° W DA 585 N 78° W Calculate the area of the traverse by DPD method.
Surveying Question: A three sided closed traverse returns to the same point. The details of the traverse are given in the attached image. The azimuth of AB is 118.34o. Find the corrected angles to the right, and the order and class of the survey. The given K values are: First order: 1.7" Second Order Class 1: 3" Second Order Class 2: 4.5" Third Order Class 1: 10" Third Order Class 2: 20"
In a topographic survey undertaken by Karman Surv.Corp. before any leveling is conducted. The engineersusually check whether the engineers level is in perfectadjustment. A two peg test is used to check whether theline of sight is in perfect adjustment and the followingrod readings are taken, with instrument set up near A,backsight on A is 1.623 m. and foresight reading on B is2.875 m. with the instrument set up near B, backsight onB is 1.622 m. and foresight on A is 0.362 m. Compute the difference in elevation between Aand B. What should be the correct rod reading on A togive a level line of sight with the instrument stillset up at B? What should have been the reading on B with theinstrument at A to give a level line of sight?
FUNDAMENTALS OF SURVEYING Triangulation stations A,B, C and D has the following observation angles. Angle Values ACB 50 deg BAD 20 deg BCD 30 deg ABC 50 deg CAD 60 deg a. Find the angle CDB b. Find the angle BDA c. Find the angle BDC
A closed traverse has the following data: Lat=-0.65, Dep=+0.34 Σ[LAT]=1726.8, Σ[DEP]= 1876.3, PERIMETER=2628.5 FOR A LINE DE: DISTANCE= 518.40 m., Lat= 259.20 N, Dep Determine the corrected latitude of DE by transit rulea. 259.310 b. 259.116 c. 259.286 d. 259.090
to find out the included angles in a closed survey PQRSTP, the following observations were made with the compass. calculate the included angles after correcting the local attractions line fore bearing(FB) back bearing(BB) PQ N 620 45/E S 62015/W QR N 210 00/W S 200 45/E RS N 710 30/W S 710 30/E ST S 390 00/W N 380 00/E TP S 540 30/E N 530 15/E