The elasticity and resistance of the materials of engineering (1915)
Burr, William H. (William Hubert), 1851-1934 · New York, John Wiley & Sons, inc.; [etc., etc.] · leaf 176
to the application of a suitable constraining moment.Beams with one or both ends under such constraint havebeen fully treated in Art. 28, but it is desirable to establishthe forniulae for such cases directly, i.e., without the employ-ment of the theorem of three m^oments. In Fig. I a beam is shown… … Fig. I. is measured horizontally to the right from A. The tworeactions are R and R\ E is the modulus of elasticity,I the moment of inertia of the normal section of the beam,and w is the deflection at any point. The bending momentfor any point in the segment al of the beam is: EI = Rx-.p— [^i) The…
Strength of materials · Building materials
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