Designs and plans for a four story reinforced concrete light manufacturing building 100'-0" x 150'-0' . flj^^fol^J^td^ Design of four story and basement reinforced concretebuilding of Class One of Chioago Building ! Proposed building to be constructed of reinforced con-crete skeleton and vitified brick curtain wall. 20 -016-8 ef -4» I00#25# I50# Span of Floor Beam » Girder » SlabLive Load on Floor ? •» ? RoofWeight of Roofing Composition » Concrete 1-2-4STRESSES;Unit Shearing Stress plain concrete tt Tensile steel » Shearing » Complete reinforced concreteAllowable Compress

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Designs and plans for a four story reinforced concrete light manufacturing building 100'-0" x 150'-0' . flj^^fol^J^td^ Design of four story and basement reinforced concretebuilding of Class One of Chioago Building ! Proposed building to be constructed of reinforced con-crete skeleton and vitified brick curtain wall. 20 -016-8 ef -4» I00#25# I50# Span of Floor Beam » Girder » SlabLive Load on Floor ? •» ? RoofWeight of Roofing Composition » Concrete 1-2-4STRESSES;Unit Shearing Stress plain concrete tt Tensile steel » Shearing » Complete reinforced concreteAllowable Compression Stress plain concrete 400#ff Bond ? 70# ? Pressure on soil 5000# 40#I5000#*»I2000#»700# 34122 ROOF Load 25# Roofing Composition 7 •» ? 3 Slab » Total Load 69,5# M= Ltf = $ x 8,33 E 12 = 5800-#10 10 d* = jj x 6 = B800 x6= d = Use3Slab. f0 X b 600 x 12 A =- lt_ - Effective depth = 3 - «/4 = 2-1/4« f^d A = 5800 = .197 15000 X .875 x Use 3/8 round rods, spacing 6, area °. v= a. as t rq-k = S9fl# v^ 290 = #g 40#designsplansforf00leib

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Keywords: ., bookcentury1900, bookdecade1910, bookiddesignsplans, bookyear1913