Adams, Henry · London, New York [etc.] Longmans, Green, and Co. · leaf 116
as in Fig. 337. In order to work out the stress diagram, Fig. 338,the members 14-15 and 18-19 must be added. As these members arenot actually present the effect of the stresses in them must be considered. HAMMER-BEAM TRUSSES 101 The stress at junction of this added member and the principal… … 331 stress may be resolved into a force at right angles to and one parallelwith the collar, as shown dotted in Fig. 339. The bending momentsproduced by the forces at right angles to the rafters and collar are 102 THE MECHANICS OF BUILDING CONSTRUCTION shown in Fig. 340. The stresses in the various…
Building · Structural analysis (Engineering)
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