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Cure the samples as shown in Table No . 25 - 19 - C with the plywood side up .
After the specified curing , remove the samples from the curing area and scrape
excess adhesive from the sides of the sample , using a putty knife or chisel .
43 - 3 - 7 , Section A - B . Face plates , excepting face plates forming top
horizontal seams , shall have both horizontal edges turned % inch to lock with
edge and other face plates shown in Figure No . 43 - 3 - 7 , Section C - D . Face
25 ) , or other sections and materials of equal or greater rigidity , as shown in
Figure No . 54 - 2 - 1 . This structural framing shall be welded or securely bolted
at the corners to minimize racking or twisting during testing . Also , it shall be
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accordance aggregate allowable applied assembly average beam bending bolt cement characteristics checks coating combination compression compression stress concrete conform connections construction containing Continued covers cross depth determined diameter dimensions direction distance door edge effective element end joints equal exceed face feet Figure fire flange foot grade grain greater Group holes inches joists knots laminations least length less light limited load located lumber manufacturer material maximum measured medium method moisture nominal panel parallel percent period permitted piece pine pitch placed plate plywood pounds pressure procedures requirements sample Section shear sheet shown side slope sound spaced specified square steel stiffeners strength stress structural surface Table temperature tension test specimens thickness Type U.B.C. Standard Uniform Building Code unit values weight welds wide width wire wood Zone