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 18 Three cells in wall thickness , units at least 40 percent solid . 12 Hollow Clay Tile , Load- bearing ( Continued ) ...
... thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 18 Three cells in wall thickness , units at least 40 percent solid . 12 Hollow Clay Tile , Load- bearing ( Continued ) ...
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