Uniform Building Code |
From inside the book
Results 1-3 of 78
Page 166
... thickness of any facing unit which is used to resist stress shall be not less than 11⁄2 inches . ( c ) Thickness of Walls . For thickness limitations of walls as specified in this Chapter , nominal thickness shall be used . Stresses ...
... thickness of any facing unit which is used to resist stress shall be not less than 11⁄2 inches . ( c ) Thickness of Walls . For thickness limitations of walls as specified in this Chapter , nominal thickness shall be used . Stresses ...
Page 180
... thickness shall be taken as the actual thickness . For metal - tied walls , the effective thickness shall be determined as for cavity walls unless the collar joints in such walls are filled with mortar or grout . For cavity walls loaded ...
... thickness shall be taken as the actual thickness . For metal - tied walls , the effective thickness shall be determined as for cavity walls unless the collar joints in such walls are filled with mortar or grout . For cavity walls loaded ...
Page 568
... THICKNESS Tile , Non- 12 Two cells in wall thickness , units at least 45 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 ...
... THICKNESS Tile , Non- 12 Two cells in wall thickness , units at least 45 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 ...
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