Open Daily: 10am - 10pm | Alley door pickup 10am - 7pm 3038 Hennepin Ave Minneapolis, MN
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  • Open Daily: 10am - 10pm
    Alley-side Pickup: 10am - 7pm

    3038 Hennepin Ave Minneapolis, MN
    612-822-4611

Open Daily: 10am - 10pm | Alley-side Pickup: 10am - 7pm
3038 Hennepin Ave Minneapolis, MN
612-822-4611
New Formulas For The Loads And Deflections Of Solid Beams And Girders (1872)

New Formulas For The Loads And Deflections Of Solid Beams And Girders (1872)

Donaldson, William

Paperback

Sports GeneralFiction AnthologiesProbability & Statistics

ISBN10: 1165467151
ISBN13: 9781165467150
Publisher: Kessinger Pub Llc
Published: Sep 10 2010
Pages: 62
Weight: 0.21
Height: 0.13 Width: 6.00 Depth: 9.00
Language: English
New Formulas For The Loads And Deflections Of Solid Beams And Girders is a book written by William Donaldson in 1872. The book provides new formulas for calculating the loads and deflections of solid beams and girders, which were widely used in construction during the time period. The author presents a comprehensive analysis of the behavior of these structural elements, along with detailed mathematical derivations of the formulas. The book is intended for engineers, architects, and anyone involved in the design and construction of buildings and bridges. It is a valuable resource for understanding the fundamental principles of solid beam and girder design and for developing new and innovative solutions to structural engineering problems. Overall, New Formulas For The Loads And Deflections Of Solid Beams And Girders is a seminal work in the field of structural engineering and a must-read for anyone interested in this area of study.This scarce antiquarian book is a facsimile reprint of the old original and may contain some imperfections such as library marks and notations. Because we believe this work is culturally important, we have made it available as part of our commitment for protecting, preserving, and promoting the world's literature in affordable, high quality, modern editions, that are true to their original work.

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