Chicago : Engineering and Contracting Pub. Co. · leaf 628
.50 440 4,340 lbs. steel at 3Y2 cts 152 45 sq. yds. forms at $2.50 113 224 sq. yds. forms at $1.20 260 Total neatwork $ 983 31 cu. yds. concrete at $6.50 202 2,110 lbs. steel at 3/2 cts 74 47 sq. yds. forms at $1.20 56 Total footing $ 332 Total concrete 1,760 100 cu. yds. excavation at $1.50 150… … 4 5.560 Lhs To ta/~\Tractive, force J Part Sec tion A- A 5(9-6
Buildings
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
