San Francisco, Calif. : Architect and Engineer Co · leaf 256
is not sufficient mass of concrete above theneutral axis to resist compression stresses. Many such cases, however,can be properly solved by the introduction of larger haunches in the topof the beam. All beams and girders should be examined for horizontalshear along the neutral axis. This condition… … i;rco.o..rJ Wooacn Pil«, Shoeing the Effect of the Te.edo ..d Lin,nor„ ; from . Hbo.og.aph 1 >ke„ a, ..u t-,ano>.o a few Days Before the Earthquake
Architecture · Building
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