Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 299
=+8 180 pounds.The bending moment at b is: A/b = 14 X 5 360 - 4 X 6 400 = 49 440 pound-feet; and the bendingmoment at 6is: Mh- = 5 360 X 14=75 040 pound-feet. The forces intheir proper di-rection are nowplaced on a dia-gram of the truss(Fig. 47), and thestresses are solvedby the method ofStatics.…
Architecture · Building
Internet Archive · Kelly Library, University of Toronto · Public Domain Mark 1.0. Free to use for anything.
