Download Site Carpentry and Advanced Joinery by A. B. Emary F.I.O.C. (auth.) PDF

By A. B. Emary F.I.O.C. (auth.)

ISBN-10: 1349069019

ISBN-13: 9781349069019

ISBN-10: 1349069035

ISBN-13: 9781349069033

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I . ' . 7. 1 shows the elevation of a centre to an arch of a fairly large span. In a case such as this the timbers used for its construction must be of sound quality to avoid splitting under the heavy loads that they are subjected to . The joints between the timbers must also be capable of withstanding the forces they receive. 2 represent the front elevation and crosssection through a segmental centre of around 4 m span. Two pieces of timber, approximately 150 x 38 mm form the tie, and similar size timbers are used for the ribs and struts.

_ . 73 Site Carpentry and AdvancedJoinery 54 o h' I ~ 1\ 1\ I\ I \ I \ , I I I I I I\ I \ \ I I \ I \ I \ I I shape of curb development of roof 4 Figure 72. 22 Roof Lights, Ventilators and Domes seen in the plan but they are, in fact, straight pieceswith their top edges curved to bring them in line with the hemispherical surface. 20, and make y-w equal to y-w in the plan. The lower stiffeners are developed in a similarfashion. 21. 21. If the bevel is marked and cut before the curve to the top edges are cut, no problem should arise when preparing the stiffeners.

J (b) . 2 (d) -l t-. 4. 6) and set the fence at the pitch of the short hip. The fence will give the length of the overhang to the short hip. 5) on the blade and distance y on the tongue. The fence will give the run of the overhang for the short hip. 9 show views of some modern type roofs under construction. Figure 8. 9 Modern-type roofs are constructed by butt jointing the timbers and securing the joints with gang-nail plates as seen above 9. 3). It must be remembered that when an attic room is constructed in an existing building the ceiling joists (usually 100 x 50 mm) to the room below will not be strong enough to resist the loads that they will be subjected to when the room is occupied.

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