Answered: A 50 m tape is held 2 m out of line.…

Engineering

Civil Engineering

A 50 m tape is held 2 m out of line. What is the true length? 1. 48.02 m 2. 48 m 3. 49.02 m 4. 49.96 m

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: 440 (kN) .09 2m 220 (kN/m) 4m hinge w

A: A beam is given, we need to analyse the beam i.e. finding reactions, axial force diagram, shear…

Q: 0.6 m - 0.6 m → 0.6 m -- 0.6 m 900 N/m 50° B Cl 2

Q: Please resolve this problem. The final answers should be: +0.0179mm. and -0.00855mm

Q: An engineer's transit is setup at point B which has an elevation of 145.65m above MSL. Point B is…

Q: A distance was measured on a uniform slope of 7% and was found to be 2345.21 ft. The tape…

Q: Draw a sketch of level rods (as seen from the eyepiece of an engineer's transit) with the following…

A: (I) 2.245

Q: 25KN 3M lookN 3M の

Q: n the true length of the line if the co-efficient of expansion is 65 × 10-7 per 1°F.

A: Given: 20 m long tape of standard length at 84 o F. Used at mean temperature of 65 o F Distance…

Q: It is required to lay out a line on the ground 500 m. long. The 50 m tape used was 0.015 m longer at…

A: actual length of the tapeL=50mtemperature during measurement Tm=22°CTo=30.618°Cwe know that…

Q: he diagram below shows a rigid body ABC held in equilibrium by a ball-and-socket joint at A and…

Q: -100m 10 m 10m 40 kg'm

Q: LINE AZIMUTH FROM NORTH AB ВС CD DE EF

Q: A steel tape of 50 meters long was used to measure the distance AD, which lies on a straight line,…

A: In portion AB Correction due to sag will be applied First under all parts correction due to…

Q: 20 - If the actual length of a 30 m tape is 30.015 m.what is the error in measuring 85m distance…

A: given data,actual length=30mtape length=30.015mdistance=85mcorrected distance=M+Em →1)Em=E1×M30…

Q: Figure 2: 20KN 70° A 00 10 KN 3M 10.0 M IS KN X B 1.0M

Q: The distance from point A to B was measured with a steel tape weighing 3 kg at a temperature of 34°C…

A: Pull applied for measurement = P = 3Kg Standard pull at which the tape was calibrated = P0 = 10Kg…

Q: Calculate the critical angle between zircon (n1 = 1.92) and water (n2 = 1.33). a 27.2 degrees b 35.3…

A: Given- zircon (n1 = 1.92) and water (n2 = 1.33) critical angle between zircon and water=?

Q: Given figure as shown. Tensions on cables BA and BC are also given. Take note of the positions of…

Q: 400 N 2m 2m 2 m 45 P 2m

A: Note: As nothing is mentioned in this question so we are assuming that we have to calculate support…

Q: A circular duct has a diameter of 0.74m. Find the equivalent width and height of rectangular duct…

A: ASKED: To determine the equivalent size of a rectangular duct for a given circular duct. Given,…

Q: B) RA =, KN, R = KN/m 60 KN/m 55KN 175 KN A 6.00 m R 1.50 m 4.00 m

Q: The area of the hollow part within the shaded area is 58.8 m² and the y-coordinate of its centroid…

Q: A. A horizontal distance of 598.25mis to beestablished along a line that slopes at a vertical angle…

A: To determine slope distance should be laid out? Temperature correction per tape length Temperature…

Q: N 78°38' E N 78°38' W S 78°38' W Due West

A: Sides of the triangle are: a = 800, b = 1000, and c = 600. Let the internal angles of the triangle…

Q: The length of survey line measured with 20 m chain was found to be 840 m. The same line when…

Q: Choose the letter of the answer. A line was measured and found out to be 512.21 m. it is then found…

Q: A 50 m tape is held 2 m out of line. What is the true length? 1. 48.02 m

A: Given : Tape - 50 m is held 2 m out of line. This is a problem of Surveying.

Q: 8-9 Determine the most unfavorable arrangement of the crane loads and compute the maximum and…

A: Beam and loading arrangement: To find: The maximum and minimum values of the designated quantities…

Q: he distance between two points is found to be 220.45 m using a 100 m tape that is found to be X…

A: l×L=L'×l'where,l=designated tape length,L=true length of line,L'=wrong length of line,l'=actual but…

Q: below using the Hardy Cross method. The CHw is 100. ping

Q: Determine the correct length of a line reduced to the mean sea level when the recorded length with a…

A: Answer Correct length of a line is given by Correct length = Measured length - Total corrections…

Q: A distance of 17.44 m is measured with a tape. During measurement, the other end was discovered to…

Q: The measured distance between A and B is 505.71 m. If a 100 m tape that is 0.025 m too long is used…

A: Find correct distance between A and B

Q: b) A tape 30m long of standard length a 29°C was used to measure a line the mean temp during…

A: Length of measuring tape may change due to various factors such as: Slope Temperature Sag Reduction…

Q: Compute the distance of the missing side LINE BEARING DISTANCE AB Due North 100 m BC Due East 20 m…

Q: 80 kN 25 kN/m 150 kNm A 2.0m 1.5m 1.1m -1.4m

Concept explainers

Construction Surveys

A construction survey is a survey done on a construction site to mark construction activities and for laying out positions for construction equipment. It includes evaluating and estimating construction activities before the beginning of the project.

Question

A 50 m tape is held 2 m out of line. What is the true length?
1. 48.02 m
2. 48 m
3. 49.02 m
4. 49.96 m

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

It is required to lay out a line on the ground 500 m. long. The 50 m tape used was 0.015 m longer at 18 kg. pull and at 30.618 °C temperature. If the actual fieldwork will be done at temperature of 22 °C and pull of 14 kg was applied being supported at both ends of tape, compute the correct distance to be laid out if the cross-sectional area of tape is 0.02 sq. cm. and weighs 0.686 kg.
COMPLETE SOLUTION WITH FIGURES. BOX YOUR FINAL ANSWERUSE 3 DECIMAL PLACES IN EVERY SOLVED VALUES
Two tapes 50 m and 30 m were used to measure line AB and found 723.41 m and 724.42 m respectively. Compute the calibrated length of 50 m tape, if you know that the calibrated length of 30 m tape is 29.97 m.
1. In figure 1, a 20kn cylinder is supported by a rod AB inclined at 20° with respect to the horizontal and rests against the uniform bar CD which weighs 10kn. Assume the pins A, B, C, D, and the rollers to be smooth and frictionless. Draw the FBD of the cylinder B, and find the compressive axial force acting on the rod AB. 2. In problem 1, find the normal force acting between the cylinder and the rod CD (specify if compression or tension) 3. In problem 1, draw the FBD of bar CD and determine the magnitude and direction of the force reaction at support C. 4. In problem 1, determine the magnitude and direction of the horizontal component of the force reaction at support D. 5. In problem 1, determine the magnitude and direction of the vertical component of the force reaction at support D. 6. In problem 1, determine the magnitude and direction of the resultant force reaction at support D. Figure 1:
PLEASE ANSWER THIS QUESTION ASAP!!!
It is required to lay out a line on the ground 500 m. long. The 50 m tape used was 0.015 m longer at 18 kg. pull and at 30.618 Degrees Celsius temperature. If the actual fieldwork will be done at temperature of 22 Degrees Celsius and pull of 14 kg was applied being supported at both ends of tape, compute the correct distance to be laid out if the cross-sectional area of tape is 0.02 sq. cm. and weighs 0.686 kg.
The correct distance between points A and B is 213.50m. If a 100-m tape that is 0.025m too long is used to measure AB, what will be the measured distance? O 212.345 m 212.861 m 213.447 m 213.553 m
Draw a sketch of level rods (as seen from the eyepiece of an engineer's transit) with the following measurements. i. ii. 2.275 m 1.772 m ii. 3.715 m iv. 0.250 m v. 2.718 m Example: DS
The correct distance between two points is 130.35 m. Using a 100 m. tape that is 0.02 m. too long, what is the length to be laid on the ground? a. 120.345 m b. 130.376 m c. 130.324 m d. 130.122 m