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Feb 7 n 2782 p 103-104: Mathematical analysis of problem of design of foundation for 3-story building erected between two existing buildings, walls of which are to remain intact. Mar 7 n 2784 p 135-136: Computation for concrete structure which contains material weighing 56 lb per cu ft and has to sustain wind pressure of 50 lb per sq ft; mathematical solution to problem of designing suitable supporting columns, bracings and foundations where maximum ground pressure is not to exceed 3 tons per sq ft.
Feb 7 n 2782 p 103-104: Mathematical analysis of problem of design of foundation for 3-story building erected between two existing buildings, walls of which are to remain intact. Mar 7 n 2784 p 135-136: Computation for concrete structure which contains material weighing 56 lb per cu ft and has to sustain wind pressure of 50 lb per sq ft; mathematical solution to problem of designing suitable supporting columns, bracings and foundations where maximum ground pressure is not to exceed 3 tons per sq ft.
Reinforced concrete foundations
Surveyor
Scott Wilson, W. (author)
1947
Article (Journal)
English
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