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 360
inch-pounds. 21 5,800 inch-pounds;117,250 X if = 218,300 inch- 17.550 X If The resultant bending moment at Dd is V 74,300 + 203,500=217,000. The maximum bending moment is at Cd and is dueto the chord stresses alone. The diameter of the smallest pinwhich could be used without exceeding the allowed… … Fig. 368. li X 65001 I + The maximum stress in the post l>elow the floor-beam I I ■4 1 assumed. The thickness of bearing for Cc must be determined. The allowed bearing pressure per square inch on the pin for the foot of the post is 28,8oo\ = 12,200 lbs. 111,500/ is equal to the vertical…
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