Uniform Building Code |
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Page 230
... Decking Commercial Dex 1,800,000 1,700,000 Select Decking 1750 2000 385 1,800,000 Commercial 1450 1650 = 385 1,800,000 Dense Select Structural 1900 1250 85 455 1300 1,700,000 Select Structural Beams and 1600 1050 85 385 1100 1,600,000 ...
... Decking Commercial Dex 1,800,000 1,700,000 Select Decking 1750 2000 385 1,800,000 Commercial 1450 1650 = 385 1,800,000 Dense Select Structural 1900 1250 85 455 1300 1,700,000 Select Structural Beams and 1600 1050 85 385 1100 1,600,000 ...
Page 238
... Decking Decking 1600 1,500,000 Commercial Decking 1350 1,400,000 Selected Decking Decking 1700 ( Surfaced at 15 % max . m.c. and 1,600,000 Commercial Decking used at 15 % max . m.c. ) 1,400,000 Commercial Decking 1,500,000 1,400,000 ...
... Decking Decking 1600 1,500,000 Commercial Decking 1350 1,400,000 Selected Decking Decking 1700 ( Surfaced at 15 % max . m.c. and 1,600,000 Commercial Decking used at 15 % max . m.c. ) 1,400,000 Commercial Decking 1,500,000 1,400,000 ...
Page 256
... Decking 1200 1,000,000 Select Decking 1200 1400 285 1,100,000 Commercial 1050 1200 285 1,000,000 WESTERN HEMLOCK ( Surfaced dry or surfaced green . Used at 19 % max . m.c. ) Select Dex Decking 1500 1750 — 280 1,600,000 Commercial Dex.
... Decking 1200 1,000,000 Select Decking 1200 1400 285 1,100,000 Commercial 1050 1200 285 1,000,000 WESTERN HEMLOCK ( Surfaced dry or surfaced green . Used at 19 % max . m.c. ) Select Dex Decking 1500 1750 — 280 1,600,000 Commercial Dex.
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength