Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 406
tress in dc ?P- The beams ad and dh are however subjected to bending stress dueto the load acting (Hrectly on the beam between the unsupported points , t S-2 > ~-!5 V X J \ ^ ^ ^ , ^ A . ^ A d i i 4 i 1 & 4 k 1, a ►—i k ti 1 i h J k 1 % 1 k 14 I 1 1 i_ . k i k i = 1 rr, f 1 f f^ Mm- —^ .. 1… … / 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…
Architecture · Building · Carpentry
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