Uniform Building Code Standards |
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Page 167
The tests shall be conducted for each exposure condition specified in Table No .
25 - 9 - L or 25 - 9 - N ( Wet , Dry and / or WetRedry ) . Deflection . At least 90
percent of tests shall deflect no more than the specified maximum . Retest .
The tests shall be conducted for each exposure condition specified in Table No .
25 - 9 - L or 25 - 9 - N ( Wet , Dry and / or WetRedry ) . Deflection . At least 90
percent of tests shall deflect no more than the specified maximum . Retest .
Page 318
Friction . Piles under this classification shall be specified when pile capacity is
determined primarily by the friction developed in contact with the surrounding soil
, along with the compressive strength of the timber piles used . 2 . End - bearing .
Friction . Piles under this classification shall be specified when pile capacity is
determined primarily by the friction developed in contact with the surrounding soil
, along with the compressive strength of the timber piles used . 2 . End - bearing .
Page 551
between outside longitudinal wires , unless otherwise specified . The permissible
variation shall not exceed 12 inch greater or less than the specified width .
Transverse wires shall not project beyond the center line of each longitudinal
edge ...
between outside longitudinal wires , unless otherwise specified . The permissible
variation shall not exceed 12 inch greater or less than the specified width .
Transverse wires shall not project beyond the center line of each longitudinal
edge ...
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Uniform Building Code Standards International Conference of Building Officials No preview available - 1979 |
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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