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(a) X Path 1 a. For the shown figure if the distance at which the travel times for the two paths are equal is 2 m and the ultrasonic pulse velocity in the damaged and sound concrete are 3.5 and 1.5 km/sec respectively, determine the depth of the damaged layer. Damaged Concrete, Va Path 2 Sound Concrete, Vs b. Compare between Egyptian code and ACI 318 for strength acceptance criteria for core test. R

(a) X Path 1 a. For the shown figure if the distance at which the travel times for the two paths are equal is 2 m and the ultrasonic pulse velocity in the damaged and sound concrete are 3.5 and 1.5 km/sec respectively, determine the depth of the damaged layer. Damaged Concrete, Va Path 2 Sound Concrete, Vs b. Compare between Egyptian code and ACI 318 for strength acceptance criteria for core test. R

Structural Analysis
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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X T Path 1 a. For the shown figure if the distance at which the (a) travel times for the two paths are equal is 2 m and the ultrasonic pulse velocity in the damaged and sound concrete are 3.5 and 1.5 km/sec respectively, determine the depth of the damaged layer. Damaged Concrete, Va Path 2 Sound Concrete, Vs b. Compare between Egyptian code and ACI 318 for strength acceptance criteria for core test. R
Transcribed Image Text:X T Path 1 a. For the shown figure if the distance at which the (a) travel times for the two paths are equal is 2 m and the ultrasonic pulse velocity in the damaged and sound concrete are 3.5 and 1.5 km/sec respectively, determine the depth of the damaged layer. Damaged Concrete, Va Path 2 Sound Concrete, Vs b. Compare between Egyptian code and ACI 318 for strength acceptance criteria for core test. R
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