San Francisco, Calif. : Architect and Engineer Co · leaf 255
resses can be madeby the turning up of the rods used for the bottom flange reinforcementand where such rods are turned up, they should extend to as near the sur-face of the beam or slab as lireproofing conditions will permit. This turn-ing up can commence at the point in the beam where the bending… … Detail of Entrance First National Bank, VisaliaMillwork by W. K. Spaulding Lumber Co. B. G. McUougall, Architect all shear stresses, but in cases where it does not, the designer can availhimself of the continuity bars which will, I think, meet almost the worst conditions. In deep girders under…
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