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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 421
... equal to the width of the cover plate when there is a continuous weld equal to or larger than three - fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length a ...
... equal to the width of the cover plate when there is a continuous weld equal to or larger than three - fourths of the plate thickness across the end of the plate and continued welds along both edges of the cover plate in the length a ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength