Uniform Building Code |
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Page 172
In computing the ratio for cavity walls , the value for thickness shall be the sum of
the nominal thicknesses of the inner and outer widths of the masonry . In walls
composed of different kinds or classes of units or mortars , the ratio of height or ...
In computing the ratio for cavity walls , the value for thickness shall be the sum of
the nominal thicknesses of the inner and outer widths of the masonry . In walls
composed of different kinds or classes of units or mortars , the ratio of height or ...
Page 176
F . Effective thickness . For solid walls , the effective 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 ...
F . Effective thickness . For solid walls , the effective 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 ...
Page 571
11 12 Hollow Clay Tile , Nonload - bearing ( End or Side Construction ) . 13 One
cell in wall thickness , units at least 50 percent solid , plastered each side with % "
gypsum plaster . Two cells in wall thickness , units at least 45 percent solid .
11 12 Hollow Clay Tile , Nonload - bearing ( End or Side Construction ) . 13 One
cell in wall thickness , units at least 50 percent solid , plastered each side with % "
gypsum plaster . Two cells in wall thickness , units at least 45 percent solid .
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield
Bibliographic information
| Title | Uniform Building Code |
| Author | International Conference of Building Officials |
| Publisher | International Conference of Building Officials, 1979 |
| Original from | the University of California |
| Digitized | 13 Aug 2008 |
| Length | 734 pages |
| Export Citation | BiBTeX EndNote RefMan |