Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 281
... SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS19 ROOF2 PANEL PLYWOOD IDENTIFICATION THICKNESS MAXIMUM SPAN LOAD ( IN POUNDS INDEX3 ( Inch ) ( In inches ) PER ...
... SPANS FOR PLYWOOD SUBFLOOR AND ROOF SHEATHING CONTINUOUS OVER TWO OR MORE SPANS AND FACE GRAIN PERPENDICULAR TO SUPPORTS19 ROOF2 PANEL PLYWOOD IDENTIFICATION THICKNESS MAXIMUM SPAN LOAD ( IN POUNDS INDEX3 ( Inch ) ( In inches ) PER ...
Page 319
... spans ; and B. Design dead load on all spans with full design live load on alternate 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 ...
... spans ; and B. Design dead load on all spans with full design live load on alternate 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 ...
Page 362
... 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
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength