Uniform Building Code |
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Page 210
... panel edge , shall be spaced not more than 6 inches on center along panel edge bearings , and shall be firmly driven into the framing members . No unblocked panels less than 12 inches wide shall be used . Fiberboard Sheathing Diaphragms ...
... panel edge , shall be spaced not more than 6 inches on center along panel edge bearings , and shall be firmly driven into the framing members . No unblocked panels less than 12 inches wide shall be used . Fiberboard Sheathing Diaphragms ...
Page 367
... panels shall be rectangular with the ratio of the longer to shorter spans within a panel not greater than 2.0 . The successive span lengths in each direction shall not differ by more than one - third of the longer span . Columns may be ...
... panels shall be rectangular with the ratio of the longer to shorter spans within a panel not greater than 2.0 . The successive span lengths in each direction shall not differ by more than one - third of the longer span . Columns may be ...
Page 376
... panels shall be anchored to all floors and roofs as specified in Sec- tion 2310 . For structural purposes , the panel thickness may be determined by the following provisions when panels are designed to span horizontally to col- umns or ...
... panels shall be anchored to all floors and roofs as specified in Sec- tion 2310 . For structural purposes , the panel thickness may be determined by the following provisions when panels are designed to span horizontally to col- umns or ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved bars beam bending bolts Building Official building or structure ceiling Code column compression compression members concrete conform dead load diameter diaphragms Division 1 Occupancies enclosure exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural floor area frame gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum MODULUS OF ELASTICITY mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plastic plywood portland cement pounds per square prestressing protected reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section square feet square inch stairway steel strength studs surface Table tension tests thickness tion U.B.C. Standard values ventilation vertical water closet welds width wire wood yield strength