I need the answer as soon as possible A civil engineer used a 200 m tape inmeasuring an inclined distance. The measuredlength on the slope was recorded to be 459.20m long. The difference in elevation betweenthe initial point and the end point was foundto be 1.25 m. The 30 m tape is of standardlength at a temperature of 10 degrees Celsiusand a pull of 50 kg. During measurement thetemperature reading was 15 degrees Celsiusand the tape was supported at both ends withan applied pull of 75 kg. The cross-sectionalarea of the tape is 6.50 mm^2, and themodulus of elasticity is 200,000 kg/mm^2. Thetape has a mass of 0.075 kg/m. Take C =0.0000116 per degrees Celsius.b) Determine the Correction due to Pull forthe measured line

Given, Pull applied, Pa= 75kg Standard pull, Ps= 50 kg Area, A= 6.50 mm2 Modulus of Elasticity, E=…

Answered: b) Determine the measured the…

Engineering

Civil Engineering

b) Determine the measured the Correction due to Pull for line

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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
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…
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 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.
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A civil engineer used a 200 m 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 30 m tape is of standard length at a temperature of 10 degrees Celsius and a pull of 50 kg. During measurement the temperature reading was 15 degrees Celsius and the tape was supported at both ends with an applied pull of 75 kg. The cross-sectional area of the tape is 6.50 mm^2, and the modulus of elasticity is 200,000 kg/mm^2. The tape has a mass of 0.075 kg/m. Take C = 0.0000116 per degrees Celsius.b) Determine the Correction due to Pull for the measured line
A civil engineer used a 200 m 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 30 m tape is of standard length at a temperature of 10 degrees Celsius and a pull of 50 kg. During measurement the temperature reading was 15 degrees Celsius and the tape was supported at both ends with an applied pull of 75 kg. The cross-sectional area of the tape is 6.50 mm^2, and the modulus of elasticity is 200,000 kg/mm^2. The tape has a mass of 0.075 kg/m. Take C = 0.0000116 per degrees Celsius. Determine the Correction due to Sag per Tape Length
A civil engineer used a 200 m 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 30 m tape is of standard length at a temperature of 10 degrees Celsius and a pull of 50 kg. During measurement the temperature reading was 15 degrees Celsius and the tape was supported at both ends with an applied pull of 75 kg. The cross-sectional area of the tape is 6.50 mm^2, and the modulus of elasticity is 200,000 kg/mm^2. The tape has a mass of 0.075 kg/m. Take C = 0.0000116 per degrees Celsius. Determine the Correction due to Temperature per Tape Length