The theory and practice of modern framed structures : designed for the use of schools, and for engineers in professional practice (1897)
Johnson, J. B. (John Butler), 1850-1902, Bryan, C. W. (Charles Walter), 1863-1927, Turneaure, Frederick Eugene, 1886- · New York : J. Wiley & Sons · leaf 182
l, where iv = load per linearinch of beam and / = the half-length AC. Thegreatest bending moment in the beam occurs atC, and hence here is to be found the greatest fibrestress from bending. For reasonable depths oftruss, H, the deflection of C would be inappreciableand may be neglected in computing… … for a beam of solid rectangular section. The direct compression in the beam is 5 ti>r Therefore / P = or J/i 5 w/ sl7F/r (27) (28) ZbhH 6//+5/0 o . . . (29) The stress in the tie-rod 5 wl (30) The Queen-post Truss without Counters.—If the counter-struts shown by dotted lines inFig. 210 id) be…
