Chicago : Engineering and Contracting Pub. Co. · leaf 442
unity in eachcase, Table I is submitted:TABIjK I. Size of stud. Area.2 by 4 inches.... 1.02 by 6 inches. ... 1.52 by 8 inches 2.0 2 by 10 inches. . . 2.5 3 by 8 inches 3.0 Strengthflexture.1.00 2.254.005.556.00 Uniform loadon 60 fixedbeam to giveV6 deflection.1.003.378.0015.6012.00 For the style of… … 6I5 Panel\^avy BracingNecessary Id Ship Lap6*15 Panel ngKontg Elevation Section ;\g. 1—Forms for Lock Wall as OriginallyEmployed.
Buildings
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
