A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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. (author)
Nordisk Beton ; 3
1959
6 pages
Article (Journal)
Swedish
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