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Definition of Knee brace
1. Noun. A brace worn to strengthen the knee.
Lexicographical Neighbors of Knee Brace
Literary usage of Knee brace
Below you will find example usage of this term as found in modern and/or classical literature:
1. Handbook of Building Construction: Data for Architects, Designing and by George Albert Hool, Nathan Clarke Johnson (1920)
"The moment, as given by the first of these expressions, is a maximum at point E,
the foot of the knee-brace, varying uniformly to zero at the foot of the ..."
2. The Theory and Practice of Modern Framed Structures. Designed for the Use of by John Butler Johnson, C. W. Bryan, Frederick Eugene Turneaure (1904)
"This bending moment occurs at the foot of the knee-brace. ... Taking the foot of
the windward knee-brace as a convenient starting-point, the force polygon ..."
3. The Design of Simple Roof-trusses in Wood and Steel: With an Introduction to by Malverd Abijah Howe (1906)
"A Graphical Solution of the Knee-brace Problem.— (First published in Railroad
Gazette, May 18, 1906.) The actual stresses in knee-braces between columns and ..."
4. The Design of Simple Roof-trusses in Wood and Steel: With an Introduction to by Malverd Abijah Howe (1912)
"A Graphical Solution of the Knee-brace Problem.— (First published in Railroad
Gazette, May 18, 1906.) The actual stresses in knee-braces between columns and ..."
5. The Design of Steel Mill Buildings and the Calculation of Stresses in Framed by Milo Smith Ketchum (1912)
"The maximum shear in the leeward column below the knee brace is Hl = 5500
Ibs., above the knee brace is 12800 Ibs.; the maximum moment occurs at the foot of ..."
6. The Design of Steel Mill Buildings and the Calculation of Stresses in Framed by Milo Smith Ketchum (1906)
"The maximum shear in the leeward column below the knee brace is H1 = 5500
Ibs., above the knee brace is 12800 Ibs.; the maximum moment occurs at the foot of ..."
7. Structural Steelwork: Relating Principally to the Construction of Steel by Ernest George Beck (1920)
"At the foot of the knee-brace, therefore, the stanchion must be pulled towards
the right by the knee-brace with a horizontal force of magnitude 1-17 ton, ..."
8. The Theory and Practice of Modern Framed Structures: Designed for the Use of by John Butler Johnson, Charles Walter Bryan, Frederick Eugene Turneaure (1893)
"This bending moment occurs at the foot of the knee-brace. Find m, the sum of the
moments of the horizontal wind loads, taking the foot of one of the columns ..."
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