This question is related to surveying 60 45 30 15 0 15 30 45 60What is the angle reading in thevernier?use deg for degrees, mins for minuteand secs for seconds20301040501060Support What is the angle reading in the vernierin clockwise direction?use deg for degrees, mins for minuteand secs for seconds3020101020140220130230120240Support

The angle readings in the vernier for the given figures have to be determined.

Answered: What is the angle reading in the…

Engineering

Civil Engineering

What is the angle reading in the vernier?

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: 40 heetere The deusity of population over 250/heetare .Il the water supply dem and sewage dischange…

A: ASKED: To compute the flow rate through the sewer. Given, Area of the population = 40 hectares…

Q: Determine the cost

A: Productivity: - It is a measure of amount of goods and services produced to amount of input used to…

Q: 21 gm of ferrous sulphate crystals are added to each cubic metre of water for coagulation with lime…

A: given- 21 gm ferrous sulphate1 cubic meter of water85% CaO

Q: Analyze beam using. displacement method of analysis as shown in Figure-I. to deteimine internai…

A: The moment distribution method is a structural analysis method for statically indeterminate beams…

Q: What are the ASTM test methods that can be applied testing purposes of concrete hollowblocks?

A: Explanation- Concrete Compressive Strength Testing Methods Schmidt Hammer or Rebound Hammer (ASTM…

Q: Q1/ In the equilibrium position shown in figure below, the uniform bar (AB) has a mass of (50 kg)…

A: Option (C) is correct. Resolve all forces and distances along X and Y directions. Then using…

Q: The composite bar shown is fixed at the ends and is subjected to the axial load P shown. If the…

Q: В d 30° 3 F Consider the semicircular member and loading shown in the image where d = 0.730 m and F=…

Q: 6-123. Segment A of the composite beam is made from 2014-T6 aluminum alloy and segment B is A-36…

Q: 6kN.m 2kN/m 2kN В B i C D E 4m 4m 4m 2m 4.00 2.48 1.76 0.39 [4.00/ „B C D, E 3.52 M (kNm) With the…

A: For determining the shear force diagram first we need to find out the support reaction at A,B,C,D.…

Q: k) Determine the moments for the beam shown in Fig. by using the slope-deflection method. E= 70 Gpa,…

Q: Q4) Two observation wells 1700m apart have been constructed in a confined aquifer as shown if fig…

Q: Calculate the quantity of the earthworks meter for a canal omb

A: Trapezoidal method: -It is defined as a numerical method which is used for evaluating the area of…

Q: Determine the distance (in m) from Point O where the resultant acts 260 N 200 N 2 m 2 m - 2 m

Q: 1. Flash is desperate to save a person in the past by traveling back in time using a rotating time…

A: Given:- The speed need to rotate the rim = v = 650 m/s The distance between batman and flash = 200 m…

Q: 13. Find the moment at B. a. -192.5 kN. m. b.-468.75 kN. m C. -600 kN. m d. -234.38 kN. m

Q: 20. What would be reaction at A. b. 390 kN d. 300 kN a. 487.5 kN c. 187.5 kN 21. What would be…

Q: (b) Figure Q2 (b) shows the ring foundation to support a silo. Given R1 = 3 m while R2 = 6 m. The…

A: Given data: R1= 3 mR2=6 m Depth 7 m with a interval of 1m.

Q: A canal is excavated to a depth of 4 m below ground level in a soil having C = 15 kN/m. 0 = 18°,…

Q: A cantilever beam is loaded as shown in the figure. Assume El is constant. Determine the deflection…

Q: Consider the semicircular member and loading shown in the image where d=0.730 m and F = 45.0 N.…

A: Given: The value of d is 0.73 m. The value of F is 45 N.

Q: = By using LRFD method, select a W10 shape for column GH shown in figure for the following data: Wa…

A: Solution: Given: Dl = 200 lb/ft LL = 1000 lb/ft steel A572 grade 50 L= 50 ft h = 30 ft

Q: ple horizontal curve of rad t intersect at an angle of 6 is the degree of curve (usir

Q: The internal bending moment at point B (in N.M) is 200 N/m A IB 3 m- -3 m

Q: Solve the equation 2y dx = 3x dy.

A: step 1-

Q: A compound circular curve has: R1 500m, R2 = 750m, Ai = 38° 20, A2 = 41° 30 %3D St. P.I = (28+50)…

A: R1 = 500m R2 = 750m , A1 = 38° 20' A2 = 41° 30' St. P.I= (28+50) and coordinate of point P.I. E =…

Q: 5. The spool has weight 300 N and radius of gyration Ko = 0.36 m. If the block B has eight Wb = 267…

Q: SHOW THE FBD. SOLVE THE SUPPORT REACTIONS OF THE FOLLOWING STRUCTURE: FRAMES t- 10 ft 30 k B 1.5…

Q: Question 1 For the beam shown in Figure 1: (a) calculate the reactions (b) draw the SFD and BMD…

Q: A simply supported beam (E - 12 GPa) carries a uniformly distributed load a- 100 N/m, and a point…

Q: A wooden beam is fabricated from one 2 × 10 and two 2 x 10 dimension lumber boards to form the…

Q: Suppose the A horizon of your soil is 5 inches thick, with a bulk density of 1.03 g soil/cm3 soil,…

A: Furrow slice Description. The plow turns up a chunk of the earth called a furrow slice. (Depth up…

Q: A Compound circular curve have: - R1= 290.75 m, A 40' 14', C:=175 m, A2 27 40', Stat. P.C. = 50 +…

A: To Determine 1- Stations of main points. 2- Coordinates of PI, PT, PCC Azimuth of PC-PCC = 275°22'…

Q: Q3/ The three forces and the couple are applied to the bracket shown in Figure below. Determine (1)…

Q: 7-33. The beam is construced from two boards fastened together at the top and bottom with two rows…

Q: Chapter Two F4-19. Determine the resultant couple moment acting on the beam. 400 N 400 N 200 N 0.2 m…

A: The forces acting on the beam are→400N at 2m apart→200N at 0.2m apart→300N at 5m apart

Q: Determine the support reactions for the trusses shown in the figure В C E 30 kN 8 m H 14 m G. 80 kN…

A: step 1-

Q: Find the resultant couple moment (in N.M) at point O. 500 N 300 N 200 N m 2 m 2 m

A: To find out the resultant couple moment at point O.

Q: Find the moment of resistance of the section. The permissible stresses are 10 N/mm2 in tension and…

Q: What is the maximum moment about major axis in N-m? Considering sag rods and tie rods at midspan (2…

Q: Draw the shear and moment diagrams for the beam. Here use the differential relations scussed in…

Q: SITUATION 8 Determine the critical hydraulic gradient of a coarse- grained soil if buoyant unit…

Q: The 300mmx500mm beam, 7 mete long is loaded as shown: P 50 kN (4 m from the support). 1. Find the…

A: As per our company policy, we are supposed to answer the first question of the multiple question…

Q: wide The Chezy's coefficient of a rectangular open channel is 60. The model scale ratio is 1:64. The…

Q: A line of 5 m on the original map is shrunk to 4.6 m. Calculate the shrunk scale if the original…

A: The distance between any two known points on the plan can be compared with the actual distance…

Q: Q2. Two centrifugal pumps are connected in series in a given pumping system. Plot total head Ah…

A: centrifugal pump : A centrifugal pump is a mechanical device that transfers rotational energy from…

Q: What will be the pressure difference between points A and B? X = 145 mm & Y = 77 mm. Pair = 1.23…

A: X = 145mm Y = 77mm ρair= 1.23kg/m3ρwater = 1000kg/m3 It has been asked in the question to determine…

Q: What should be the height (m) of a lighthouse, so that it can be visible from a distance of 3 km?

A: Given data: A lighthouse at a distance, d = 3 km

Q: A river with a nearly rectangular cross section goes through a lateral channel contraction due to…

A: Answer Initial water surface elevation in m = y Final Water surface elevation(at Contraction) in m =…

Q: 7. The cylinders in Figure 1-65 have the indicated weights and dimensions. Assuming smooth contact…

A: Weight of two cylinders is given Also the radius of cylinders is given

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

This question is related to surveying

60 45 30 15 0 15 30 45 60
What is the angle reading in the
vernier?
use deg for degrees, mins for minute
and secs for seconds
20
30
10
40
50
10
60
Support

What is the angle reading in the vernier
in clockwise direction?
use deg for degrees, mins for minute
and secs for seconds
30
20
10
10
20
140
220
130
230
120
240
Support

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.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: To determine

VIEW

Step 2: Determination of angle

VIEW

Trending now

This is a popular solution!

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

Azimuth Azimuth Fraction) Length Degrees Minutes Seconds Line 10047 86.99 100 28 AB 44 186.18 186 10 BC 259 89 0.00 CD 100.11 125.32 115 12 44 115.21 DE 323 10 323.17 EA 284.548 SUM 856.858 7. Determine the FGCC dassification of the angle measurements in the problem shown here. Interior Angles Degrees Minutes Seconds 80 28 86 10 44 100 01 215 12 4. 58 3. 18 SUM 69
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
Determine the centroid x-coordinate for the area shown below with respect to the given axis. Given t= 131 mm; a = 393 mm; b = 524 mm and h = 786 mm. tt O A. 559.27 mm O B. 216.65 mm O.C. 166.27 mm O D. 229.25 mm OE. 428.27 mm
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
WDetermine the polar of moment of inertia of the quarter of the circle having a radius of óm shown in the figure relative to the polar axis through one of its corners. * Y x² + y² = r² X 636.173 m* O 381.704 m* O None of the above O 763.407 m* O 508.938 m
=30mo 4. Given: Shaded area below Find: Product of inertia with respect to x- and y-axis (Ixy) ays post hOITU enimme OR y ne -100 mm g bas zinomom 200 mm 1 y 50 0 00
200 N 825 i 400 N 825 mm 1800 min 200 N 1650 mm 250 N 350 N
Table 4: Measurement of Horizontal Distance on Level Ground DISTANCE TRIAL MEAN DISCREPANY PRECISION FORWARD BACKWARD A-1 10 10 2-3 10 10 3-4 10 10 4-5 10 10 74.335m 0.005m 1/1486 5-6 10 10 6-7 10 10 7-B 4.34 4.33 2. The discrepancy for the measurement is the difference between the first measurement and the second measurement.
1. Convert the angle 238 25‘50‘‘ into its equivalent in decimal degrees.2. Convert to degrees, minutes and seconds the decimal angle 325.7541667 degrees.3. Convert 270ᵒ into its equivalent value in grads, mils and radians.4. Convert 350 grads into its equivalent value in degrees, mils and radians.5. Convert 1600 mils into its equivalent value in grads, degrees and radians.6. Convert pi/4 radians into its equivalent value in degrees, grads and mils 7. Convert the following bearings to equivalent azimuthsa. AB, N 25 25‘ Wb. BC, Due East
EX.5/ The following is an incomplete page of level book in which X indicates missing Entry line. Calculate all the missing entries and complete the page of level book .also give the usual arithmetical checks. Station B.S. 2.560 A B с D E F G CHECK 1.95 MISSING READINGS I.S. 3.54 3.20 2.34 2.44 Σ BS- Σ FS Σ BS- Σ FS= F.S X 3.46 RISE X X 1.08 FALL X X X RL 100 X X X X X X Remarks CP L.RL-F.RL L.RL-F.RL=
- 100 80 9 A3 200 1. What is the value of ybar from the 1-1 line 52.69 2. What is the value of centroidal MOI Ixx? 31543447 mm^4 3. What is the value of centroidal MOI lyy? 16794122 mm^4 >
A Y 49| 72% 5:28 X 13.Calculate Centroid ( X ) of 0/2 shaded area shown in Figure 4 with reference to left edge of figure as reference y axis and base of figure as reference x axis. 50 ст 100 cm 25 cm 100 cm 100 cm 50 сm 25 cm Figure 4 70.24 mm 70.44 mm 70.74 mm 70.94 mm Correct answer 70.94 mm