The distance between points C and D is 555'. If the temperature of the steel tape while measuring distance C to D is 34 degree Celsius, what is the correct distance?
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Q: . The distance between points C and D is 555'. If the temperature of the steel tape while measuring…
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- 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 line3.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…
- What must be the pull in a 70 meters tape in order to eliminate the sag and temperature correction, given the following? a = 7x10^-6m? E = 2x10^11N/m? Weight of tape, 11 N Po = 10kg To = 22°C T = 20°C K= 0.0000116/°C The tape length is supported at both ends.A 50 m. tape was standardized and was found to be 0.0038 m. too long than the standard length at an observed temperature of 35°C and a pull of 15 kilos. The same tape was used to measure a certain distance and was recorded to be 7235.98 m. long at an observed temperature of 40°C and a pull of 15 kilos. Determine the true length of the line.A line was recorded as 1750.00 meters long. The standard tape weighs0.65 kg , 30.00m long at 20°C under a 50N pull. During the actualobservation the temperature was 5°C and the tape was suspended undera 75N pull. It was also found that the tape is 3.00mm too long. If the linewas inclined at 3%. E = 200GPa, A = 2.50mm² and the coefficient of linearexpansion is 0.0000116 m/°C.(a) What is the actual inclined distance?(b) What is the actual horizontal distance.
- What must be the pull in a 70 meters tape in order to eliminate the sag and temperature correction, given the following? a = 7x10% m? E = 2x101 N/m? Weight of tape, 11 N Po = 10kg To = 22°C T = 20°C K= 0.0000116/°C The tape length is supported at both ends.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…
- 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.How was this 0.68 V2 calculated? And also 40.77 f V2 because I am not getting that..What must be the pull in a (7)(10) meters tape in order to eliminate the sag and temperature correction, given the following? a = 7x10% m? E = 2x101 N/m? Weight of tape, 11 N Po = 10kg To = 22°C T = 20°C K= 0.0000116/°C The tape length is supported at both ends. Fundamentals of surveying