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Cyclopedia of architecture, carpentry, and building : a general reference work (1912)

American Technical Society · Chicago : American Technical Society · leaf 381

An illustration from Cyclopedia of architecture, carpentry, and building : a general reference work, 1912, leaf 381
. . P ac btress in ac = — X -,-;2 dc Stress in a& = - X — ; and2 ac Stress in dc = P. If the load P is applied uniformly over the whole length of ofc,then the stresses are approximately as follows: 310 STEEL CONSTRUCTION 299 Load at dStress in ac = i P; = i\PX dc ad Direct stress in a& = A… … 3 2f 3k 2k 2k 2/ ^f.sf Sf , zf 2f 2f2s 2s 2s 2^3 2k 2k s ^ » to o <► i>—4»—<► o- ^^ W—(»—* u -!»—<► ^^P * y ^ I T* tm S s -^ i,V+A\ -^—^—«► 4>—<► ^ / P/. /4^2 -3- T /g.Fis. 282. a and d and 6 and d. If I is the moment of inertia of the beam, thisbending stress can be found…

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