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Structural tests on encased steel stanchions are reviewed and particular reference is made to recent series of tests of Building Research Station in Great Britain; increase in strength resulting from concrete encasement of stanchions for both axial and eccentric loading is considered in relation to current regulations and new recommendations are made for design; sizes of stanchions in axial loading tests ranged from 3 × 1 1/2 in. sections to 12 × 8 in. sections, while concrete cover to steel ranged from 1 to 3 in.; stanchions tested in eccentric compression were 5 × 4 1/2 in. steel sections with concrete cover of 1 in.; results of tests.
Structural tests on encased steel stanchions are reviewed and particular reference is made to recent series of tests of Building Research Station in Great Britain; increase in strength resulting from concrete encasement of stanchions for both axial and eccentric loading is considered in relation to current regulations and new recommendations are made for design; sizes of stanchions in axial loading tests ranged from 3 × 1 1/2 in. sections to 12 × 8 in. sections, while concrete cover to steel ranged from 1 to 3 in.; stanchions tested in eccentric compression were 5 × 4 1/2 in. steel sections with concrete cover of 1 in.; results of tests.
Encased stanchions
Structural Engr
Stevens, R.F. (author)
Structural Engineer ; 43
1965
8 pages
Article (Journal)
English
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