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 186
in eq. (i)will give w = 2 . (2) and if P only acts. If the uniform load only acts, P =op =o. Fig. 2 shows the case of a simple beam supported ateach end, carrying a uniform load p per linear unit andthe single load P at the centre of the span. The reactionR^^{P + pl), and the shear S=R — px. Hence… … Fig. 2. The values of the deflection w may be S-.milarly writtenfor other cases. The following table gives the results forthe cases indicated, which are those commonly required. II III IV VI VIIVIII Beam.
Strength of materials · Building materials
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