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Page 142
... requirements of U.B.C. Standard No. 24-1 , Section 24.104 , Facing Brick . E. U.B.C. Standard No. 24-8 , Structural Clay Facing Tile . F. U.B.C. Standard No. 24-1 , Section 24.104 , Facing Brick ( Solid Units ) . G. U.B.C. Standard No ...
... requirements of U.B.C. Standard No. 24-1 , Section 24.104 , Facing Brick . E. U.B.C. Standard No. 24-8 , Structural Clay Facing Tile . F. U.B.C. Standard No. 24-1 , Section 24.104 , Facing Brick ( Solid Units ) . G. U.B.C. Standard No ...
Page 327
... U.B.C. Standard No. 26-8 . 2. Deformed reinforcement . Deformed reinforcing bars shall conform to U.B.C. Standard No. 26-4 . Deformed reinforcing bars with a specified yield strength f , exceeding 60,000 psi may be used , provided f ...
... U.B.C. Standard No. 26-8 . 2. Deformed reinforcement . Deformed reinforcing bars shall conform to U.B.C. Standard No. 26-4 . Deformed reinforcing bars with a specified yield strength f , exceeding 60,000 psi may be used , provided f ...
Page 328
... U.B.C. Standard No. 26-4 . Smooth wire for spiral reinforcement shall conform to U.B.C. Standard No. 24-15 except that for wire with a specified yield strength f , exceeding 60,000 psi , fy shall be the stress corresponding to a strain ...
... U.B.C. Standard No. 26-4 . Smooth wire for spiral reinforcement shall conform to U.B.C. Standard No. 24-15 except that for wire with a specified yield strength f , exceeding 60,000 psi , fy shall be the stress corresponding to a strain ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved atrium axial load bars beam bolts building official building or structure column comply compression members concrete conform dead load deflection diameter diaphragms Division 1 Occupancies exceed exit exterior walls extreme fiber factor Fire Code floor area Formula framing girders grade Group H grout height horizontal shear inspection installed joints joists laminations lateral forces length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard partitions percent permitted perpendicular plywood portion pounds per square prestressing protected psi psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud Table tensile tensile stress tension thickness U.B.C. Standard vertical welds width wood yield strength