3. A student used a 30m tape in measuring inclined distance. The measured length on the slope wasrecorded to be 459.20m long. The difference in elevation between the initial point and end pointwas found out to be 1.25m. The tape is of standard at a temperature of 10°C and a pull of 50N.During measurement the temperature reading was 15°C and the tape was supported at both endswith an applied pull of 75N. The cross-sectional area of the tape is 6.5mm? and the modulus ofelasticity is 200GPA. The tape has a mass of 0.075 kg/m. K = 0.0000116Determine the following:a. Total temperature correctionb. Total pull correctionTotal sag correctionС.d. Slope correctionе.Corrected horizontal line

Answered: Image /qna-images/answer/71044902-062c-4927-aa01-70b4d11e9b3c.jpg

Answered: 3. A student used a 30m tape in…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

A Civil Engineer used a 50m tape in measuring an inclined distance. The measured length on the slope was recorded to be 528.368 m. long. The difference in elevation between the initial point and the end point was found to be 6.369 m. The 50m tape is of standard length at a temp. of 28degC and a pull of 8kg. During the measurement, the temperature reading was 35degC and tape was supported for a full-length with an applied pull of 12kg. Cross sectional area of tape is 0.03 sq. cm., weight of tape is 0.50kg. Determine the true horizontal distance and the elastic modulus. COMPLETE SOLUTION PLEASE
The surveying team used 30 m tape in measuring an inclined distance. The measured length on the slope was recorded to be 450.00m long. The difference in elevation between the initial point and the end point was found to be 1.25m. The 30 m tape is of standard length at a temperature of 10°C and a pull of 50N. During measurement the temperature reading was 15°C and tape was supported at both ends with an applied pull of 75 N. The cross-sectional area of the tape is 6.50 mm² and the modulus of elasticity is 200 GPa. The tape has a mass of 0.075 kg/m. K=0.0000116 m/°C. Determine the combined correction (temperature, pull and sag) per tape length to be applied
Jisoo used a 40 meter steel tape in measuring an inclined distance on a gentle slope. The sloping distance was recorded to be 440 meters long. The difference in elevation between the initial point and the end point was found to be 32.49 m. The 40-meter tape is of standard length at a temperature of 20 °C and a pull of 34 N. During measurement, the temperature reading was 44 °C and the tape was supported throughout its length with an applied pull of 82 N. The cross-sectional area of the tape is 1.54 mm^2 and the modulus of elasticity is 200 GPa. The tape has a mass of 0.68 kg. Determine the corrected horizontal distance in meters. Round off to two decimal places.
A student used a 30m tape in measuring inclined distance. The measured length on the slope was recorded to be 459.20m long. The difference in elevation between the initial point and end point was found out to be 1.25m. The tape is of standard at a temperature of 10°C and a pull of 50N. During measurement the temperature reading was 15°C and the tape was supported at both ends with an applied pull of 75N. The cross-sectional area of the tape is 6.5mm? and the modulus of elasticity is 200GPA. The tape has a mass of 0.075 kg/m. K = 0.0000116 Determine the following: a. Total temperature correction b. Total pull correction Total sag correction С. d. Slope correction е. Corrected horizontal line
A Civil Engineer used 50 m. tape in measuring an inclined distance. The measured length on the slope was recorded to be 528.368 m. long. The difference in elevation between the initial point and the end point was found to be 6.369 m. The 50 m tape is of standard length at a temperature of 280C and a pull of 8 kg. During the measurement, the temperature reading was 350C and tape was supported for a full length with an applied pull of 12 kg. Cross sectional area of tape is 0.03 sq. cm., weight of tape is 0.50 kg. Determine the true horizontal distance.
3.A civil engineer used a 30m tape in measuring an inclined distance. The measured length on the slope was recorded to be 459.20 m long. The difference in elevation between the initial point and the end point was found to be 1.25m. The 30m tape is of standard length at a temperature of 10°C and a pull of 50 N. During measurement the temperature reading was 15°C and the tape was supported at both ends with an applied pull of 75 N. The cross-sectional area of the tape is 6.50 sq. mm and the modulus of elasticity is 200GPa. The tape has a mass of 0.075 kg/m. a. determine the total correction per tape length. b. determine the correction for slope. c. determine the horizontal distance.
A Civil Engineer used a 50m tape in measuring an inclined distance. The measured length on the slope was recorded to be 459.20 m long. The difference in elevation between the initial point and the end point was found to be 1.25 m. The 50 m tape is of standard length at a temperature of 10°C and a pull of 50 N. During measurement the temperature reading was 16°C and the tape was supported at both ends with an applied pull of 60 N. The cross-sectional area of the tape is 6 mm2 and the modulus of elasticity is 200 GPa. The tape has a mass of 0.075 kg/m. Coefficient of thermal expansion is 0.0000116 /°C. Determine the magnitude of the correction per tape length in meters due to temperature. Round off your answers to 4 decimal places. Determine the magnitude of the correction per tape length in meters due to pull. Round off your answers to 4 decimal places. Determine the magnitude of the correction per tape length in meters due to sag. Round off your answers to 4 decimal places. What is…
A Civil Engineer used a 50m tape in measuring an inclined distance. The measured length on the slope was recorded to be 459.20 m long. The difference in elevation between the initial point and the end point was found to be 1.25 m. The 50 m tape is of standard length at a temperature of 10°C and a pull of 50 N. During measurement the temperature reading was 8°C and the tape was supported at both ends with an applied pull of 70 N. The cross-sectional area of the tape is 6 mm2 and the modulus of elasticity is 200 GPa. The tape has a mass of 0.075 kg/m. Coefficient of thermal expansion is 0.0000116 /°C. Determine the magnitude of the correction per tape length in meters due to temperature. Round off your answers to 4 decimal places. Determine the magnitude of the correction per tape length in meters due to pull. Round off your answers to 4 decimal places. Determine the magnitude of the correction per tape length in meters due to sag. Round off your answers to 4 decimal places. What is…
A Civil Engineer used a 50m tape in measuring an inclined distance. The measured length on the slope was recorded to be 459.20 m long. The difference in elevation between the initial point and the end point was found to be 1.25 m. The 50 m tape is of standard length at a temperature of 10°C and a pull of 50 N. During measurement the temperature reading was 8°C and the tape was supported at both ends with an applied pull of 70 N. The cross-sectional area of the tape is 6 mm2 and the modulus of elasticity is 200 GPa. The tape has a mass of 0.075 kg/m. Coefficient of thermal expansion is 0.0000116 /°C.Determine the magnitude of the correction per tape length in meters due to temperature. Round off your answers to 4 decimal places. Determine the magnitude of the correction per tape length in meters due to pull. Round off your answers to 4 decimal places. Determine the magnitude of the correction per tape length in meters due to sag. Round off your answers to 4 decimal places. What is the…
The measured length of an inclined distance was recorded to be 417.698 m long. The difference in elevation between the initial and end points was found to be 1.72 m. The 25 m tape is of standard length at temperature 13 ˚C. During measurement the temperature reading was 20˚C and the tape was supported at both ends with an applied pull of 72N. The tape has a weight of 0.549 kg/m. (K=0.0000116 m/˚C) Determine the corrected horizontal distance (in meters)
1. Determine the equations of slope and deflection. 2. Determine the slope and deflection at point 3m from point A. E =210 GPa. 100 | Cross section 6KN.m 2m B8KN 2 kN/m 2m T ) B8KN 2m
Determine the tilt of the instrument from the following set of measurements of a two peg test over points P and R which are 50 m apart

SEE MORE QUESTIONS

Recommended textbooks for you

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Structural Analysis

Civil Engineering

ISBN:

9781337630931

Author:

KASSIMALI, Aslam.

Publisher:

Cengage,

Structural Analysis (10th Edition)

Civil Engineering

ISBN:

9780134610672

Author:

Russell C. Hibbeler

Publisher:

PEARSON

Principles of Foundation Engineering (MindTap Cou…

Civil Engineering

ISBN:

9781337705028

Author:

Braja M. Das, Nagaratnam Sivakugan

Publisher:

Cengage Learning

Fundamentals of Structural Analysis

Civil Engineering

ISBN:

9780073398006

Author:

Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning

Publisher:

McGraw-Hill Education

Sustainable Energy

Civil Engineering

ISBN:

9781337551663

Author:

DUNLAP, Richard A.

Publisher:

Cengage,

Traffic and Highway Engineering

Civil Engineering

ISBN:

9781305156241

Author:

Garber, Nicholas J.

Publisher:

Cengage Learning

SEE MORE TEXTBOOKS