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Beam supports and column capitals in prefabricated structures
It is shown that convexity of column capitals for support of prefabricated concrete beams, which is expressed by ratio a/b, should be 0.05, that asphalt felt insert should be placed between beam and column capital, and that use should be made of reinforcement which is appropriately distributed over probable cross-sectional surface of rupture; brackets at supports.
Beam supports and column capitals in prefabricated structures
It is shown that convexity of column capitals for support of prefabricated concrete beams, which is expressed by ratio a/b, should be 0.05, that asphalt felt insert should be placed between beam and column capital, and that use should be made of reinforcement which is appropriately distributed over probable cross-sectional surface of rupture; brackets at supports.
Beam supports and column capitals in prefabricated structures
Studium av balkupplag och pelarhuvuden vid montagebyggnad
Holmberg, A. (Autor:in)
Nordisk Beton ; 3
1959
6 pages
Aufsatz (Zeitschrift)
Schwedisch
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Prefabricated superposed beam and prefabricated beam column connecting structure
Europäisches Patentamt | 2021
|Europäisches Patentamt | 2022
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