Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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
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