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German Standard DIN 1045 - Concrete and Reinforced Concrete Structures: Design and Construction
This Standard applies to loadbearing and stiffening components made of plain or reinforced ordinary or heavyweight concrete with closed texture. It also applies to components with flexurally rigid reinforcement, see clause 2.1.3.7, to hollow-tile floors and to reinforced concrete structures with glass filler elements. The use of materials for plain and reinforced concrete and of components and construction methods which depart from this Standard will, under the building regulations, require permission from the appropriate highest building inspection authority or from the authority designated by the latter, unless a general certificate of approval or a test mark has been issued. Steel girders in concrete which have a web depth constituting a substantial proportion of the thickness of the structural component should be designed in accordance with DIN 1050 or DIN 1073 so that they can resist the loads alone. If steel girders and concrete are joined together by a shear-transmitting connection so as to co-operate structurally, the component should be designed in accordance with DIN 1078 or DIN 4239.
German Standard DIN 1045 - Concrete and Reinforced Concrete Structures: Design and Construction
This Standard applies to loadbearing and stiffening components made of plain or reinforced ordinary or heavyweight concrete with closed texture. It also applies to components with flexurally rigid reinforcement, see clause 2.1.3.7, to hollow-tile floors and to reinforced concrete structures with glass filler elements. The use of materials for plain and reinforced concrete and of components and construction methods which depart from this Standard will, under the building regulations, require permission from the appropriate highest building inspection authority or from the authority designated by the latter, unless a general certificate of approval or a test mark has been issued. Steel girders in concrete which have a web depth constituting a substantial proportion of the thickness of the structural component should be designed in accordance with DIN 1050 or DIN 1073 so that they can resist the loads alone. If steel girders and concrete are joined together by a shear-transmitting connection so as to co-operate structurally, the component should be designed in accordance with DIN 1078 or DIN 4239.
German Standard DIN 1045 - Concrete and Reinforced Concrete Structures: Design and Construction
1973
78 pages
Report
No indication
English
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Design and Construction of Precast Concrete Structures According to German DIN 1045-1
| Online Contents | 1998
Design and Construction of Precast Concrete Structures According to German DIN 1045-1
British Library Online Contents | 1998
Design and Construction of Precast Concrete Structures According to German DIN 1045-1, Part II
British Library Online Contents | 1998