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Page 149
... 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 for bearing walls or piers or when 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 for bearing walls or piers or when in ...
Page 150
... U.B.C. Standard No. 26-1 , or Type I - A , II - A or III - A air - entraining portland cement as set forth in U.B.C. Standard No. 26-1 , or masonry cement as set forth in U.B.C. Standard No. 24-16 . EXCEPTION : Approved types of ...
... U.B.C. Standard No. 26-1 , or Type I - A , II - A or III - A air - entraining portland cement as set forth in U.B.C. Standard No. 26-1 , or masonry cement as set forth in U.B.C. Standard No. 24-16 . EXCEPTION : Approved types of ...
Page 298
... requirements assuring satisfactory weldability by this procedure in conformity with U.B.C. Standard No. 26-8 . The sup- plementary specification requirements shall be designated in the order for materials , and conformance with these ...
... requirements assuring satisfactory weldability by this procedure in conformity with U.B.C. Standard No. 26-8 . The sup- plementary specification requirements shall be designated in the order for materials , and conformance with these ...
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