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Specimen no. Fiber content (%) 2 Deformation (in.) Load (kips) 0.012 114 114 0.024 145 (failure) 153 0.036 130 0.048 89 0.060 76 (failure) 2N

Specimen no. Fiber content (%) 2 Deformation (in.) Load (kips) 0.012 114 114 0.024 145 (failure) 153 0.036 130 0.048 89 0.060 76 (failure) 2N

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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Comparing PCC with mild steel, answer the following questions:
a. Which one is stronger?
b. Which one has a higher modulus or stiffness?
c. Which one is more brittle?
d. What is the range of compressive strength for a typical PCC?
e. What is the compressive strength for a high-strength concrete?
f. What would be a reasonable range for PCC modulus?

Specimen no. Fiber content (%) 2 Deformation (in.) Load (kips) 0.012 114 114 0.024 145 (failure) 153 0.036 130 0.048 89 0.060 76 (failure) 2N
Transcribed Image Text:Specimen no. Fiber content (%) 2 Deformation (in.) Load (kips) 0.012 114 114 0.024 145 (failure) 153 0.036 130 0.048 89 0.060 76 (failure) 2N
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