Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 154
Unburned Clay Masonry Sec . 2405 . ( a ) General . Masonry of stabilized
unburned clay units shall not be used in any building more than one story in
height . The unsupported height of every wall of unburned clay units shall be not
more than ...
Unburned Clay Masonry Sec . 2405 . ( a ) General . Masonry of stabilized
unburned clay units shall not be used in any building more than one story in
height . The unsupported height of every wall of unburned clay units shall be not
more than ...
Page 172
areas or elements may be considered as resisting stresses in accordance with
the design criteria specified in Section 2418 , provided such elements fully
comply with the design and construction requirements for reinforced masonry
except as ...
areas or elements may be considered as resisting stresses in accordance with
the design criteria specified in Section 2418 , provided such elements fully
comply with the design and construction requirements for reinforced masonry
except as ...
Page 173
( c ) Engineered Unreinforced Brick Masonry . 1 . General . A . Design . The
design of unreinforced brick masonry walls or columns constructed of solid
masonry units made from clay or shale may be based on a general structural
analysis and ...
( c ) Engineered Unreinforced Brick Masonry . 1 . General . A . Design . The
design of unreinforced brick masonry walls or columns constructed of solid
masonry units made from clay or shale may be based on a general structural
analysis and ...
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Contents
Effective Use of the Uniform Building Code | 18 |
Part IlDefinitions and Abbreviations | 38 |
Requirements for Group A Occupancies | 61 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade Grain greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited live load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protection ratio reinforcement resist roof Section Select separation shear side single slab solid spaced span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood