Uniform Building Code |
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Page 287
... SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS ' ROOF2 PANEL PLYWOOD IDENTIFICATION THICKNESS INDEX3 ( Inch ) MAXIMUM SPAN ( In inches ) Edges Edges Blocked ...
... SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS ' ROOF2 PANEL PLYWOOD IDENTIFICATION THICKNESS INDEX3 ( Inch ) MAXIMUM SPAN ( In inches ) Edges Edges Blocked ...
Page 326
... spans . 3. Span length . The span length of members that are not built integrally with their supports shall be considered the clear span plus the depth of the slab or beam but need not exceed the distance between centers of supports ...
... spans . 3. Span length . The span length of members that are not built integrally with their supports shall be considered the clear span plus the depth of the slab or beam but need not exceed the distance between centers of supports ...
Page 367
... 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 offset a maximum of 10 percent of the span , in direc- tion of the ...
... 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 offset a maximum of 10 percent of the span , in direc- tion of the ...
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 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