Hasluck, Paul N. (Paul Nooncree), 1854-1931, ed · Philadelphia, D. McKay · leaf 147
Fig. 478.- -Conventional View of Joints at A(Fig. 473). brace by means of a tusk tenon secured bya pin or wedge, the angle tie being notchedover the wall-plates to keep it in place.There is more than one method of construct-ing this joint. The dragon piece and angletie should be used in all hipped… … Fig. 479. Fig. 480. Figs. 479 and 480.—Enlarged Details ofJoints at A (Fig. 473). should be noted that in the plan the hip isnot shown. Queen=post Trusses. The queen-post trusses are suitable forspans of 30 ft. and more. Suitable scant-lings or sizes for the different members are
Carpentry · Joinery
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