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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 679

An illustration from The elasticity and resistance of the materials of engineering, 1915, leaf 679
n Figs.2 and 3 and the vertical stirrups shown in Fig. 3 effectivelyperform their functions, both would not be needed at thesame part of a beam, but as the effectiveness of each detailby itself is somewhat uncertain, both are frequently usedconcurrently. The stirrups may judiciously be used in… … crete beam on both sides of CD, the centre of span. Thebeam may be either a T-beam or a beam of rectangularsection. The steel reinforcement AB is supposed to be onthe tension side of the beam only, although a preciselysimilar reinforcement might be placed on the compressionside also. The small…

Strength of materials · Building materials

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