Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 63
<pounds) M,= - 270 M, =-19,720 M,j=:+ 3,980 M,,=12,180M,= - 3,080 M.—-13,300 Mj2=+ 6,700 M,,=12,200^i=~ 6,430 M3 =- 7,420 M^3=+ 8,880 M,3^ 8,680M,=-10,320 M, =- 3,080 M,,= +10,520 M,^^ 4,620 M.= -14,750 ]VL,= + 720 M,. = + ll,620 M.,,= 0 44. Moment Diagrams. The way in which the bendingmoment… … ScaJe; 1 = looooft.-lbs Fig. 17. 1. Lay off a base-line just as for a shear diagram (seeArt. 38). 2. Draw a line such that the distance from any point of itto the base-line equals (by some scale) the value of the bendingmoment at the corresponding section of the beam, and so that theline is above…
Architecture · Building
Internet Archive · Kelly Library, University of Toronto · Public Domain Mark 1.0. Free to use for anything.
