Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 73
t. from = 4-25 tons per sq. in. At the centre the: 5-34 tons per sq. in. and 15 ft. up bottom-^ + ^=^.^ ^•^VxS = 0.25 + 4: 0*78 5fl stress will be ~ + —=, = 0-16 + 518 : 4 7 112 58 THE MECHANICS OF BUILDING CONSTRUCTION 039 45 -jpY 4- --.—n = 008 + 4 = 408 tons per sq. in., whilst the stress at top… … F/g. 194 Fig. /9S
Building · Structural analysis (Engineering)
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