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A platform for research: civil engineering, architecture and urbanism
Maximum permissible values of nonuniform settlements of agricultural buildings
Conclusions 1. For single-story agricultural buildings with a complete framework and yielding-type attachment of panels to the frame, it is recommended to adopt, at the next revision of Construction Norms and Regulations (SNiP) II-15-74, a maximum differential settlement of 0.01 mm. 2. In designing agricultural buildings, provision should be made for yielding connections between the panels and the framework, adoption of a joint gap of not less than 20 mm between reinforced-concrete panels and 40–50 mm between asbestos-cement panels, and filling of the joints with easily compressed thermal containers.
Maximum permissible values of nonuniform settlements of agricultural buildings
Conclusions 1. For single-story agricultural buildings with a complete framework and yielding-type attachment of panels to the frame, it is recommended to adopt, at the next revision of Construction Norms and Regulations (SNiP) II-15-74, a maximum differential settlement of 0.01 mm. 2. In designing agricultural buildings, provision should be made for yielding connections between the panels and the framework, adoption of a joint gap of not less than 20 mm between reinforced-concrete panels and 40–50 mm between asbestos-cement panels, and filling of the joints with easily compressed thermal containers.
Maximum permissible values of nonuniform settlements of agricultural buildings
Zhukov, N. V. (author) / Borshchev, V. V. (author) / Balov, I. L. (author)
1979
Article (Journal)
English
Local classification TIB:
770/6545/8000
BKL:
56.20
Ingenieurgeologie, Bodenmechanik
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