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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 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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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