Cyclopedia of architecture, carpentry, and building : a general reference work ... (1907)
American School of Correspondence · Chicago : American Technical Society · leaf 63
ft end. 2,-tS()^10,000=0.24s inchTwo feet - - 3,920^10,000=0.392 Three 5,320-r-10.000=0.532Four 0,080^10,000=0.008J.aying these ordinates off at the j)roper points, we get Abc</Eas the moMjent line. 3. It is required to construct the moment diagram for thecantilever beam represented in Fig. 19,… … Sca,le:i= Eooooft.-lbs Fig. 19. Using a scale of 20,000 foot-pounds to one inch, the ordinatesin the bending moment diagram are: AtB, 1,000^-20,000=0.05 inch, 0, 5,500^20,0C0=0.275 B, 19,500-^20,000=0.975 Hence we lay these ordinates off, and downward because the bend-ing moments are negative, thus…
Architecture · Building · Carpentry
Internet Archive · Public Domain Mark 1.0. Free to use for anything.
