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Mechanics of engineering. Comprising statics and dynamics of solids: and the mechanics of the materials of constructions, or strength and elasticity of beams, columns, arches, shafts, etc (1888)

Church, Irving P[orter], 1851- [from old catalog] · New York, J. Wiley & sons · leaf 473

An illustration from Mechanics of engineering. Comprising statics and dynamics of solids: and the mechanics of the materials of constructions, or strength and elasticity of beams, columns, arches, shafts, etc, 1888, leaf 473
rB[Myds+EI]=0 (1) The other two are that the ) must pass through 0 \ (2)special equilibrium polygon ) B . (3) Class D. Eib with Fixed Ends and no hinges, i.e., continu-ous. Piers immovable. The ends may be fixed by beinginserted, or built, in the masonry, or by being fastened tolarge plates which… … have no point given in advance through which the specialequilibrium polygon must pass. However, since Os dis-placement relatively (and absolutely) to B and Bs tangentis zero, both Ax and Ay [see § 373] = zero. Also the tan-gent-lines both at 0 and B beingfixed in direction, the angle be-tween them…

Mechanics, Applied · Engineering · Strength of materials

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