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Building Design and Construction Handbook - Merritt - Ventech!

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10.74 SECTION TEN<br />

FIGURE 10.20 Crown connections for arches: (a) for arches with slope of 4:12<br />

or greater, the connection consists of pairs of back-to-back shear plates with through<br />

bolts or threaded rods counterbored into the arch; (b) for arches with flatter slopes,<br />

shear plates centered on a dowel may be used in conjunction with tie plates <strong>and</strong><br />

through bolts; (c) <strong>and</strong> (d) hinge at crown.<br />

For glued-laminated decking, two or more pieces of lumber are laminated into<br />

a single decking member, usually with nominal thickness of 2, 3, or 4 in. Other<br />

thicknesses may also be available. There are no consensus st<strong>and</strong>ards for gluedlaminated<br />

decking. Decking manufacturers should be consulted for design information.<br />

Solid-sawn decking usually is fabricated with edges tongued <strong>and</strong> grooved, shiplap,<br />

or groove cut for splines, to provide transfer of vertical load between pieces.<br />

The decking may be end-matched, square end, or end-grooved for splines. As indicated<br />

in Fig. 10.22, the decking may be arranged in various patterns over supports.<br />

In Type 1, the pieces are simply supported. Type 2 has a controlled r<strong>and</strong>om<br />

layup. Type 3 contains intermixed cantilevers. Type 4 consists of a combination of<br />

simple-span <strong>and</strong> two-span continuous pieces. Type 5 is two-span continuous.<br />

In Types 1, 4, <strong>and</strong> 5, end joints bear on supports. For this reason, these types<br />

are recommended for thin decking, such as 2-in.<br />

Type 3, with intermixed cantilevers, <strong>and</strong> Type 2, with controlled r<strong>and</strong>om layup,<br />

are used for deck continuous over three or more spans. These types permit some<br />

of the end joints to be located between supports. Hence, provision must be made<br />

for load transfer at those joints. Tongue-<strong>and</strong>-groove edges, wood splines on each<br />

edge of the course, horizontal spikes between courses, <strong>and</strong> end matching or metal<br />

end splines may be used to transfer shear <strong>and</strong> bending stresses.<br />

In Type 2, the distance between end joints in adjacent courses should be at least<br />

2 ft for 2-in deck <strong>and</strong> 4 ft for 3- <strong>and</strong> 4-in deck. Joints approximately lined up

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