Uniform Building Code Standards |
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Page 339
Steel wire shall be of good commercial quality , entirely suitable for the purpose
and sufficiently ductile to ensure that the finished product shall withstand , without
fracture , cold bending through 180 degrees over a diameter not greater than ...
Steel wire shall be of good commercial quality , entirely suitable for the purpose
and sufficiently ductile to ensure that the finished product shall withstand , without
fracture , cold bending through 180 degrees over a diameter not greater than ...
Page 595
Bearing faces of the blocks shall have a minimum dimension at least 3 percent
greater than the diameter of the specimen to be tested . Except for the concentric
circles described below , the bearing faces shall not depart from a plane by more
...
Bearing faces of the blocks shall have a minimum dimension at least 3 percent
greater than the diameter of the specimen to be tested . Except for the concentric
circles described below , the bearing faces shall not depart from a plane by more
...
Page 782
Punching shall not be used if the metal thickness is greater than the diameter of
the hole . The amount by which the diameter of a sub - punched hole is less than
that of the finished hole shall be at least one fourth the thickness of the piece and
...
Punching shall not be used if the metal thickness is greater than the diameter of
the hole . The amount by which the diameter of a sub - punched hole is less than
that of the finished hole shall be at least one fourth the thickness of the piece and
...
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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