Uniform Building Code |
From inside the book
Results 1-3 of 77
Page 459
... steels shall be identified in accordance with U.B.C. Standard No. 27-2 . Where structural steel is furnished to a specified minimum yield point greater than 36,000 pounds per square inch , the ASTM or other specification designation ...
... steels shall be identified in accordance with U.B.C. Standard No. 27-2 . Where structural steel is furnished to a specified minimum yield point greater than 36,000 pounds per square inch , the ASTM or other specification designation ...
Page 713
... Steel . Specifications for the Design , Fabrication and Erection of Structural Steel for Buildings of the American Institute of Steel Construction , Inc. ( No- vember 1 , 1978 ) . 27-3 ; 2702 ( c ) , 2704 , 2707 ( a ) , 2712 ( c ) ...
... Steel . Specifications for the Design , Fabrication and Erection of Structural Steel for Buildings of the American Institute of Steel Construction , Inc. ( No- vember 1 , 1978 ) . 27-3 ; 2702 ( c ) , 2704 , 2707 ( a ) , 2712 ( c ) ...
Page 714
... Steel Construction , Inc. , and Industrial Fastening Institute . 27-9 ; 2701 ( b ) , 3203 ( c ) 3 Specifications for the Design of Cold - formed Steel Structural Members . Based on Specifications of the American Iron and Steel Institute ...
... Steel Construction , Inc. , and Industrial Fastening Institute . 27-9 ; 2701 ( b ) , 3203 ( c ) 3 Specifications for the Design of Cold - formed Steel Structural Members . Based on Specifications of the American Iron and Steel Institute ...
Contents
Organization and Enforcement | 4 |
Part IIDefinitions and Abbreviations | 17 |
Part IIIRequirements Based on Occupancy | 27 |
Copyright | |
103 other sections not shown
Other editions - View all
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