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 68
d~ o,whence the maximum positive shear = … 5. = i?, = — [l + 2 = - m){n - w + I). (17) The exact position for maximum shear will now be derived, and the shears for this posi-tion will be found subsequently for a few cases and compared with those found by theapproximate method. Take the same figure and notation as in the above case. Let x =…
