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 | |
10 other sections not shown
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts Building Official building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing 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 Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength