Uniform Building Code |
From inside the book
Results 1-3 of 84
Page 197
... percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity which shall be reduced 10 percent . Other adjustments are ...
... percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity which shall be reduced 10 percent . Other adjustments are ...
Page 270
... percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use stresses shall be permitted : Fb ( Bending ) and F , ( Tension ) 80 percent Fc ( Compression Parallel to Grain ) 73 ...
... percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use stresses shall be permitted : Fb ( Bending ) and F , ( Tension ) 80 percent Fc ( Compression Parallel to Grain ) 73 ...
Page 568
... percent solid 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 Hollow Clay Tile , Load- bearing ( End or 23 Two cells in wall thickness ...
... percent solid 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid 8 17 Two cells in wall thickness , units at least 49 percent solid 8 Hollow Clay Tile , Load- bearing ( End or 23 Two cells in wall thickness ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
10 other sections not shown
Other editions - View all
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