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Experimental study of stresses due to unequaled temperature changes in unsymmetrical viaduct slab and girder sections; results of tests carried out on Georgia highway structures indicated that serious stresses result from merely normal temperature variations, and that such stresses may approximate 5000 lb per sq. in.
Experimental study of stresses due to unequaled temperature changes in unsymmetrical viaduct slab and girder sections; results of tests carried out on Georgia highway structures indicated that serious stresses result from merely normal temperature variations, and that such stresses may approximate 5000 lb per sq. in.
Temperature effects in concrete sections
Civ Eng (NY)
Slack, S.B. (author)
1933
4 pages
Article (Journal)
English
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