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 36
The stresses in all the members are thus found by treating single joints in succession,always dealing with joints at which not more than two unknown forces are acting. APILTCATION OF THE LAWS OF EQUILIBRIUM. 19 … Fig. 28. Example 2. Let it be required to find the stresses in all the members of the truss inFig. 2(>; P— 5000 lbs., / = 50 ft., CG — 10 ft. If the foregoing problem has been carefully followed, the student will have no difficultyin solvin-g this or any similar problem. In example 2 we may…
