San Francisco, Calif. : Architect and Engineer Co · leaf 432
^ per cent. To calculate the strength oi the beamunder this condition, a new hvpothesis mu>t be as>umed. lu order P) kee]) the workin- >trength of the strucnure within knownlimits, such amount of steel must be-used that it will not have i)assed itse]a>tic limit at or sli-htlv less than… … THE JOHN B. l.K(i\.IR/>. C. E. Arrhitec ! ^.^i. En Of Calilornia Vol. VT. OCTOBER, 1906. No. .1 PROBABLY no subject carries greater inferest with the architect andowner today than the question of the actual amount of steelneeded to properly reinforce concrete. The problems involvedare possibly…
Architecture · Building
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