Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 122
Fig. 353, and the stress diagram as in Fig. 354. The following is theorder of^working the latter, 3—11, 4—11; 11—10, 2—10; 11—12, … 5—12 ; 10—8, 12—8 ; 8—9, 1—9 ; and 8—7, 6-7 ; thus giving thehorizontal thrusts at supports. With free bearings the stress diagramscannot be directly worked as the tension in the two ties will produce 108 THE MECHANICS OP BUILDING CONSTRUCTION bending moments on the rafters. In order to find these…
Building · Structural analysis (Engineering)
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