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Shrinkage and temperature stresses in Masonry
Theory based on experimental studies and experience for determining maximum permissible distance between control joints in blank walls containing no "stress raisers"; effect of variables such as type and degree of restraint and properties of masonry units is discussed.
Shrinkage and temperature stresses in Masonry
Theory based on experimental studies and experience for determining maximum permissible distance between control joints in blank walls containing no "stress raisers"; effect of variables such as type and degree of restraint and properties of masonry units is discussed.
Shrinkage and temperature stresses in Masonry
Am Concrete Inst -- J
Copeland, R.E. (author)
1957
21 pages
Article (Journal)
English
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