A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Strength of flat-arch floor construction -- I. End spans
Report on tests at Ohio State University; effect of varying spans and sizes of tie rods; effect of varying tie-rod spacing in framed floor sections; practical maximum compressive strength of tile-mortar combination; effect of mortar crushing upon slab failures; tentative proposed safe working stresses and loads; comparison of test results with existing safe-load tables. (50¢) (see also abstract in Brick and Clay Rec v 83 n 3 Sept 1933 p 88-9)
Strength of flat-arch floor construction -- I. End spans
Report on tests at Ohio State University; effect of varying spans and sizes of tie rods; effect of varying tie-rod spacing in framed floor sections; practical maximum compressive strength of tile-mortar combination; effect of mortar crushing upon slab failures; tentative proposed safe working stresses and loads; comparison of test results with existing safe-load tables. (50¢) (see also abstract in Brick and Clay Rec v 83 n 3 Sept 1933 p 88-9)
Strength of flat-arch floor construction -- I. End spans
Ohio State Univ -- Eng Experiment Station Series -- Bul
Large, G.E. (author) / Morris, C.T. (author)
1933
49 pages
Article (Journal)
English
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