Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 154
... 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 unsup- ported height of every wall of ... Masonry Gypsum Masonry Reinforced Gypsum Concrete.
... 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 unsup- ported height of every wall of ... Masonry Gypsum Masonry Reinforced Gypsum Concrete.
Page 172
... masonry except as herein noted . Only Type M or S mortar shall be used . The minimum area of reinforcement required in Section 2418 ( j ) 3 shall not apply to partially reinforced masonry walls . Maximum spacing of ver- tical ...
... masonry except as herein noted . Only Type M or S mortar shall be used . The minimum area of reinforcement required in Section 2418 ( j ) 3 shall not apply to partially reinforced masonry walls . Maximum spacing of ver- tical ...
Page 173
International Conference of Building Officials. ( 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 ...
International Conference of Building Officials. ( 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 ...
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