Uniform Building Code |
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Page 231
... Decking Decking 1600 - 1,500,000 Commercial Decking 1350 - 1,400,000 Commercial 1150 1300 405 1,400,000 ( Continued ) ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH Extreme fiber. 1250 725 70 405 925 No. 1 1050 No. 2 675 | | | 525 70 ...
... Decking Decking 1600 - 1,500,000 Commercial Decking 1350 - 1,400,000 Commercial 1150 1300 405 1,400,000 ( Continued ) ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH Extreme fiber. 1250 725 70 405 925 No. 1 1050 No. 2 675 | | | 525 70 ...
Page 235
... Decking Decking 1450 Commercial Decking 1200 Selected Decking Decking 1550 Commercial Decking 1300 ( Surfaced at 15 % max . m.c. and used at 15 % max . m.c. ) = 1,300,000 1,200,000 1,400,000 1,200,000 25-4 ( See footnotes 2 through 10 ...
... Decking Decking 1450 Commercial Decking 1200 Selected Decking Decking 1550 Commercial Decking 1300 ( Surfaced at 15 % max . m.c. and used at 15 % max . m.c. ) = 1,300,000 1,200,000 1,400,000 1,200,000 25-4 ( See footnotes 2 through 10 ...
Page 250
... Decking 1500 1750 410 ― 1,600,000 Commercial Dex. 250 TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES - STRUCTURAL ... Decking Decking 1450 1,100,000 Selected Decking Decking 1550 Commercial Decking 1300 ( Surfaced at 15 % max . m.c. and ...
... Decking 1500 1750 410 ― 1,600,000 Commercial Dex. 250 TABLE NO . 25 - A - 1 - ALLOWABLE UNIT STRESSES - STRUCTURAL ... Decking Decking 1450 1,100,000 Selected Decking Decking 1550 Commercial Decking 1300 ( Surfaced at 15 % max . m.c. and ...
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