Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 382
;► 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 approximately from the formula / = ^, in which ?/ = Half the depth of the… … Fig. 283. stress p/us the stress due to bending, without excee(Ung tiie allowablefiber stress of the timber. In Fig. 28G, if a load P is applied over each of the struts, the stress-es can be determined approximately as follow\s: stress in ac = r^ X —;ec Stress in ae = P X —; andac Stress in ec = P.…
Architecture · Building
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