Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 ) TABLE NO . 43 - B - RATED ...
... 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 ) TABLE NO . 43 - B - RATED ...
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 STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists 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 Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength