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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 423

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 423
line of action is ab the first segment of the equil. poly-gon. Similarly, the stresses in BG are due to Pb P2 andP3, i.e., to their resultant i?b acting along the segment be,its magnitude being = Ob in the force diagram. E.g., ifthe section at m be exposed, considering OABm as a freebody, we have… … GKAPHICAL STATICS. 411 the same as if i?b the resultant of P]} P2 and P3, acted uponan imaginary rigid prolongation of the beam intersectingbe (see Fig. 361).Bh might be called the anti-stress-result-ant for the portion BC of the beam. We may.-, statethe following : If a rigid body is in…

Mechanics, Applied · Engineering · Strength of materials

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