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Books Results
Source: The Open Library
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Search results from The Open Library
1A Text-book on Roofs and Bridges
By Mansfield Merriman and Henry Sylvester Jacoby

“A Text-book on Roofs and Bridges” Metadata:
- Title: ➤ A Text-book on Roofs and Bridges
- Authors: Mansfield MerrimanHenry Sylvester Jacoby
- Language: English
- Number of Pages: Median: 269
- Publisher: ➤ Franklin Classics Trade Press - Chapman & Hall, limited - John Wiley - Chapman & Hall, Ltd. - Wiley - [etc., etc.] - Wiley & Sons - J. Wiley & Sons - John Wiley & Sons - J. Wiley - J. Wiley & sons; [etc., etc.] - J. Wiley & sons - Creative Media Partners, LLC
- Publish Date: ➤ 1879 - 1888 - 1890 - 1894 - 1896 - 1901 - 1903 - 1904 - 1906 - 1907 - 1912 - 1919 - 2018 - 2022
- Publish Location: New York - London
“A Text-book on Roofs and Bridges” Subjects and Themes:
- Subjects: ➤ Bridges - Graphic statics - Roofs - Structural analysis (Engineering) - Structures, Theory of - Theory of Structures - Canna - Agricultural pests - Diseases and pests - Larger canna leafroller - load - stresses - truss - chord - panel - stress - trusses - maximum - bridge - feet - live load - dead load - upper chord - panel load - lower chord - linear foot - minimum stresses - maximum stress - chord stresses - square foot - polygon - equilibrium - tons - loads - force polygon - equilibrium polygon - stress diagram - snow load - load stresses - apex loads - panel point - panel points - span - arch - reactions - moments - cantilever - panel loads - bending moment - arch rib - uniform load - web - plates - angles - plate - rivets - flange - pin - railroad - web plate - pin plates - floor beam - flange angles - cover plate - floor beams - web plates - diagram - vertical - river
Edition Identifiers:
- The Open Library ID: ➤ OL59190788M - OL52873667M - OL52873662M - OL52384142M - OL46482187M - OL46341542M - OL44696715M - OL44689118M - OL42724376M - OL39012518M - OL32741201M - OL6539207M - OL17099805M - OL17099792M - OL23382473M - OL20803892M - OL17099824M - OL17099853M - OL23382472M - OL6916115M - OL17067936M - OL20727975M
- Online Computer Library Center (OCLC) ID: ➤ 10776696 - 3834169 - 232366961 - 2454654 - 36263161 - 35088713 - 22960598 - 32172984
- Library of Congress Control Number (LCCN): 02011706 - 12000482
- All ISBNs: ➤ 9780344372421 - 9780342401567 - 9781018502977 - 9781018497983 - 1018502971 - 9780342401574 - 0342401564 - 0342401572 - 0344372421 - 1018497986
Access and General Info:
- First Year Published: 1879
- Is Full Text Available: No
- Is The Book Public: No
- Access Status: No_ebook
Online Access
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Wiki
Source: Wikipedia
Wikipedia Results
Search Results from Wikipedia
Cylinder stress
tri-axial stress system, with the three principal stresses being hoop, longitudinal, and radial. Therefore, by definition, there exist no shear stresses on the
Specified minimum yield strength
United States Department of Transportation. It is an indication of the minimum stress a pipe may experience that will cause plastic (permanent) deformation
Minimum wage
introduced minimum wage legislation by the end of the 20th century. Because minimum wages increase the cost of labor, companies often try to avoid minimum wage
Stress concentration
McGraw-Hill. stress at round-tip notches an improved solution "Stresses At Elliptical Holes". Retrieved 2020-03-13. Tuplin WA. Gear-Tooth Stresses at High
Rack and pinion
example, with a pair of pneumatic actuators to operate a valve with minimum stress. Lock gate lifter on a canal Electric gate Automobile steering mechanism
Paris' law
different conditions and is the difference between the maximum and minimum stress intensity factors in a load cycle and is defined as Δ K = K max − K
Cauchy stress tensor
and σ33 are normal stresses, and σ12, σ13, σ21, σ23, σ31, and σ32 are shear stresses. The first index i indicates that the stress acts on a plane normal
Bare minimum Monday
Bare minimum Monday (BMM), also known as minimum effort Monday or minimal Mondays refers to an initiative by employees to do the minimal amount of work
Mohr's circle
calculating stresses in many planes by reducing them to vertical and horizontal components. These are called principal planes in which principal stresses are
Shear stress
also known as Zhuravskii shear stress formula after Dmitrii Ivanovich Zhuravskii, who derived it in 1855. Shear stresses within a semi-monocoque structure