Inside Out Library

Architect and engineer (1905)

San Francisco : Architect and Engineer, Inc · leaf 73

An illustration from Architect and engineer, 1905, leaf 73
Portion of slab cast for Method2x4 supports at sides of slab,stucco netting. The slab broke uconcentration on a central 6xl2 24x4-8, was bedded on concretereinforcing in the slab was I8-gaugesecond application of a 2000 pound … CONCENTRATION BEARING CAPACITY OF THIN SLAB Total bending moment exerted by concentratitmonths old before it was placed on supportsindicated by cracks. 11,000 poundstesting and w Obviousy the stuccoas therefore free from itself supplied most of the tensile stress. This slab was threenitial tensile…

Architecture · Building

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