Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in) / Morris, C.T. (Autor:in)
1933
49 pages
Aufsatz (Zeitschrift)
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Engineering Index Backfile | 1950
|Prestressed concrete arch spans 353 ft
Engineering Index Backfile | 1950
|High-level Arch Bridge spans Panama Canal
Engineering Index Backfile | 1962
Self-supporting arch spans 150-foot canal
Engineering Index Backfile | 1961
|Record three-hinged arch spans 278 ft
Engineering Index Backfile | 1954