Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 407
/ P/. /4^2 --3- 7 /g. Fig. 282. a and d and /; and d. If I is the moment of inertia of the beam, thisbending stress can l)e found approximately from the formula. /. = MyI , in which y = Half the depth of the beam. 311 300 STEEL COXSTRUCTIOX The bending moment may l)e taken as § P X ^•. The beam… … Fig. 2S3. stress ^lus the stress due to bending, without exceeding the alh^wablefiber stress of the tim})er. In Fig. 28G, if a load P is applied over each of the struts, the stress-es can be determined approximately as follows: stress in ac = P X —;ec ■ np- Stress in ae = P X —; and«c Stress in ec…
Architecture · Building · Carpentry
Internet Archive · Public Domain Mark 1.0. Free to use for anything.
