Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 248
say J-in. rods. At the column the shear will be {J x 16720 +1 X 5200 = 14745 lbs., and at 5 tons per sq. in., requires _ ^ „_ ., = 1-32 sq. in. per ft. run, say stirrups 4-in. centres, then area 132of each = ^^ 5 = 005 sq. in., say J-in. rods. The load on pillar wiU be | of total distributed load… … 234 THE MECHANICS OF BUILDING CONSTRUCTION bel2_ins. square with four J-in. vertical rods, bound together spirally at intervalsof i ins. with ^-in. diameter wires, as in Fig. 590. The ratio of length to effective diameter = ^ - _ = 15-8, so that the full stress may be allowed on the pillar.
Building · Structural analysis (Engineering)
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