Uniform Building Code |
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Page 172
... thickness . The ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for ...
... thickness . The ratio of unsupported height to thickness or the ratio of unsupported length to thickness ( one or the other but not both ) for solid masonry walls or bearing partitions shall not exceed 20 , and shall not exceed 18 for ...
Page 176
... 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 571
... thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Three cells in wall thickness , units at least 40 percent solid . Tile , Load- ( Continued ) 10 10 71370 TABLE NO . 43 ...
... thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Three cells in wall thickness , units at least 40 percent solid . Tile , Load- ( Continued ) 10 10 71370 TABLE NO . 43 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength