Uniform Building Code Standards |
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Page 763
( a ) Rail Support Arm . For drive - in and drive - through racks the adequacy of
the rail support arm ( bracket ) and its connection to the post shall be established
by tests in an approved manner . ( b ) Rail Assembly . In cases where the
horizontal ...
( a ) Rail Support Arm . For drive - in and drive - through racks the adequacy of
the rail support arm ( bracket ) and its connection to the post shall be established
by tests in an approved manner . ( b ) Rail Assembly . In cases where the
horizontal ...
Page 964
Horizontal rows of nails shall be about the center of each horizontal layer board .
Vertical rows of nails shall be about the center of each vertical layer of board .
Nails in horizontal and vertical rows shall be spaced not more than five times the
...
Horizontal rows of nails shall be about the center of each horizontal layer board .
Vertical rows of nails shall be about the center of each vertical layer of board .
Nails in horizontal and vertical rows shall be spaced not more than five times the
...
Page 965
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
plates ...
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
plates ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
Common terms and phrases
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