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Design of a steel skeleton office building (1911)
Pistorius, Bernhard Henry · leaf 54
oo4e»3£o 3&o Moiooe*7f due to uniform load sStfZoxZosrt$S+& <SIZ. 173 e?5.o 76800 .57(5, I£l42* Z-IZiBU 12.0 G.o So.o ,^#-2.1 000•48<5oo 36.4 )ZnI35* 3>&o Moooe vrft Sue fo Un i farm load 3x\e>x I0xl5£f8 <S 1 S8.9 (54 izi 3i^r 36.0 <5ir z-i-zr3).r 7Z.o <?7 These… … U>\ac^rarr\ showmq ^yrrjbols used in table, above. C OHPUT AT 10113 FOE GIRDI3RS.OFFICE FLOORS. Dead load = 85; live load = C.85 x 75 = 60; total - 145 Its. per sq. ft. ,5 p, /7a/7. ft Girder Gl. ~&/° ^/O ^±/o* P-L = 5.83 x 10 x 145 = 8460#P2 =.(Reaction of Bl) = 9180. Total = 17640. s2 =…Building, Iron and steel · Office buildings · Theses
Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.
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