Illinois Society of Architects · Chicago · leaf 619
740 1987 2250 6.6 1681 1765 1883 2144 2422 6.0 1840 1910 2034 2308 2600 Table 2Values of fc used in Table 1. ,p Values of fc in fc = 1300 + (0.10 + 4p) fc] % 2000 lb. 2500 lb. 3000 lb. 4000 lb. 5000 lb. 1.0 580 650 720 860 1000 1.5 620 700 780 940 1100 2.0 660 750 840 1020 1200 2.6 700 800 900 1100… … .01 .02 .03 .04 .05 .06Percent age of Vertical SteelFigure I Notes on Fig. I If the intorspction point for M/d and 1falls below the curve, the stress, due tobending is less than .15fc and no change isneeded from the column section required fordirect load only. These curves give results onthe safe…
Architecture · Building · Architects
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
