The Architect & engineer of California and the Pacific Coast (1905)
San Francisco, Calif. : Architect and Engineer Co · leaf 371
ng, but the re-sistance increases as the catenary action comes into play and indicatesthat the stresses are a combination of the above-mentioned two actions.The resistance increases to a point where the stresses reach an elasticlimit from catenary action and at this point the second break in the… … I ^*\^ .r«o -•.gp^r-^ss)-* r.7;i7-:.v ■ * * -(-!fer..l. -^ .. In order to compare the formula with the tests the writer has plottedon Plate No. 3 the curves for the various test plates up to the elasticlimit. Plate 3 gives, therefore, the load that the test plate would carryat the elastic limit…
Architecture · Building
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