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. b) Determine the Correction due to Pull for the measured line
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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