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The theory and practice of modern framed structures : designed for the use of schools, and for engineers in professional practice (1897)

Johnson, J. B. (John Butler), 1850-1902, Bryan, C. W. (Charles Walter), 1863-1927, Turneaure, Frederick Eugene, 1886- · New York : J. Wiley & Sons · leaf 237

An illustration from The theory and practice of modern framed structures : designed for the use of schools, and for engineers in professional practice, 1897, leaf 237
r kept in place by the abutments,AA being equal to 2cte. The tangents to thetwo curves at B are respectively BT and BT.The movement of A to A may, as in Art. 188,be conceived as divided into two parts; one aturning about ^ as a centre through the angle(5, the point A coming to A, and the otherpart,… … Fig. 253. • Myds (22) or, according to the assumptions of Art. 189, I n^c -^j Mydx = 2cte. (23) Now in Fig. 254 the moment, M, at anypoint n due to two equal horizontal reactionsHi, is Hty\ hence xiHt is the reaction caused by a^ rise of temperature of t degees, eq. (23) becomes

Structural analysis (Engineering) · Bridges · Trusses · Strains and stresses

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