Tape Conditions @ Time of Standardization, Tape Weight: 2.0 lbs. Standardized Length: 100.02 feet @ 68 F. Tension @ Standardization: 20 lbs. Cross Sectional Area: 0.0065 square inches, Modulus of Elasticity: 29,000,000 lbs./in2 Your crew measured a distance of 350.78 feet between two existing points on level ground on a 68 F day. The tape was fully supported during the operation. The crew member used the tension handle and applied 20 lbs. What is the corrected distance?
Tape Conditions @ Time of Standardization, Tape Weight: 2.0 lbs. Standardized Length: 100.02 feet @ 68 F. Tension @ Standardization: 20 lbs. Cross Sectional Area: 0.0065 square inches, Modulus of Elasticity: 29,000,000 lbs./in2 Your crew measured a distance of 350.78 feet between two existing points on level ground on a 68 F day. The tape was fully supported during the operation. The crew member used the tension handle and applied 20 lbs. What is the corrected distance?
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 24P
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Transcribed Image Text:In the problem of Taping Between Fixed Points,
Tape Conditions @ Time of Standardization, Tape Weight: 2.0 lbs.
Standardized Length: 100.02 feet @ 68 F. Tension @ Standardization: 20 lbs.
Cross Sectional Area: 0.0065 square inches, Modulus of Elasticity: 29,000,000 lbs./in2
Your crew measured a distance of 350.78 feet between two existing points on level ground on a 68 F day.
The tape was fully supported during the operation. The crew member used the tension handle and applied
20 lbs.
What is the corrected distance?
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