Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 149
... equal to the requirements set forth in U.B.C. Standard No. 24-3 . ( e ) Concrete Masonry Units . Concrete masonry units shall be of a quality at least equal to the requirements set forth in U.B.C. Standard No. 24-4 or No. 24-5 when used ...
... equal to the requirements set forth in U.B.C. Standard No. 24-3 . ( e ) Concrete Masonry Units . Concrete masonry units shall be of a quality at least equal to the requirements set forth in U.B.C. Standard No. 24-4 or No. 24-5 when used ...
Page 325
... equal to U = 1.4D + 1.7L ( 9-1 ) In the design of a structure or member , if resistance to the structural ef- fects of a specified wind load W must be included in the design , the follow- ing combinations of D , L and W shall be ...
... equal to U = 1.4D + 1.7L ( 9-1 ) In the design of a structure or member , if resistance to the structural ef- fects of a specified wind load W must be included in the design , the follow- ing combinations of D , L and W shall be ...
Page 368
... equal to one - fifth the longer span . The reinforcement in both the top and bottom of the slab shall be suffi- cient to resist a moment equal to the maximum positive moment per foot of width in the slab . The direction of the moment is ...
... equal to one - fifth the longer span . The reinforcement in both the top and bottom of the slab shall be suffi- cient to resist a moment equal to the maximum positive moment per foot of width in the slab . The direction of the moment is ...
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