Cyclopedia of architecture, carpentry, and building : a general reference work (1912)
American Technical Society · Chicago : American Technical Society · leaf 59
left, -1,000 X 5+3,000 X l=-2,000 foot-pounds;and when computed from the right, 1,000 X 19-3,000 X15 +2,000 X13-f 2,000X1=+ 2,000 foot-pounds.The bending moment at section a is -2,000 foot-pounds. Again, for section h, the algebraic sums of the moments of theforces are:when computed from the left,… … STRENGTH OF MATERIALS 35 It is usually convenient to compute the bending moment fora section from the forces to the right or left accordincr as thereare fewer forces (loads and reactions) on the right or left sideof the section. 42. Units. It is customary to express bending moments ininch-pounds,…
Architecture · Building
Internet Archive · Kelly Library, University of Toronto · Public Domain Mark 1.0. Free to use for anything.
