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Being empirically based, these design rules should only be applied within the bounds of the tests from which they were derived that is for steel reinforcement in which the modulus is fairly constant and with ribbed bars which have a very good bond with the concrete.
Similar(59)
The modulus is evaluated in the first part of the stress-strain curve where it is fairly linear.
This is fairly close to −1 which suggests good correlation between Young's modulus and both compressional and shear transit times.
It is fairly cheap.
Wielkopolskie is fairly flat.
One is fairly mild.
Britney is fairly busy anyway.
The plot is fairly straightforward.
The concept is fairly simple.
This contrast is fairly overstated.
Nima's concept is fairly novel.
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