Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 149
... conform to the re- quirements specified in U.B.C. Standard No. 24-14 . ( j ) Stone . Natural stone shall be sound ... conform to the structural requirements for building brick of clay or shale , and glazed structural tile shall conform ...
... conform to the re- quirements specified in U.B.C. Standard No. 24-14 . ( j ) Stone . Natural stone shall be sound ... conform to the structural requirements for building brick of clay or shale , and glazed structural tile shall conform ...
Page 298
... conforming to U.B.C. Standard No. 26-5 . 4. Plain wire for spiral reinforcement shall conform to " Specifications for Cold - drawn Steel Wire for Concrete Reinforcement " U.B.C. Standard No. 24-15 except that f , shall be the stress ...
... conforming to U.B.C. Standard No. 26-5 . 4. Plain wire for spiral reinforcement shall conform to " Specifications for Cold - drawn Steel Wire for Concrete Reinforcement " U.B.C. Standard No. 24-15 except that f , shall be the stress ...
Page 299
... conform to U.B.C. Standard No. 27-1 , Grades A - 53 , A - 500 and A - 501 . 11. Structural steel used in conjunction with reinforcing steel in a com- posite compression member meeting the requirements of Section 2610 ( p ) 5 or 2610 ( p ) ...
... conform to U.B.C. Standard No. 27-1 , Grades A - 53 , A - 500 and A - 501 . 11. Structural steel used in conjunction with reinforcing steel in a com- posite compression member meeting the requirements of Section 2610 ( p ) 5 or 2610 ( p ) ...
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