Kidder, Frank E. (Frank Eugene), 1859-1905 · New York, Comstock · leaf 674
heshearing stresses, and if the compound structural member can bemade to act as a unit, a strong and economical design will result. Fig. 496 is an illustration of the simplest form of reinforcingfor a simple beam in a state of flexure under a concentrated loadin the middle of the span, and shows… … Shot^infi /ines of principo/str&ss in a iiniforfrjli^ loaded beam Fig. 495. Resolution of Princii)al Stress Lines in a Beam. One beam was of plain concrete, without reinforcement; the otherwas reinforced as shown. The former failed with a load of 2.500pounds, the latter did not fail until the…
Building · Carpentry · Masonry
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