Illinois Society of Architects · Chicago · leaf 211
the factor ^ ^Fig. 3 in Art. By Art. 6, L, = 9.75. By 6 L = 2.5.3. Hence L — L =» 75-2.53 = 7.23 ins. In Fig. 7, a horizontalthrough 7.23 on-line for steel at left side in-tersects vertical through 118 at top of plateon the curve for 2.5 ins., theness of the steel plate. required thick- Example…
Architecture · Building · Architects
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
