Uniform Building Code |
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Page 230
... Select Structural 1900 1100 85 455 1300 1,700,000 Select Structural Beams and 1600 950 85 385 1100 1,600,000 No. 1 1200 825 85 385 1000 1,600,000 Select Dex Decking Commercial Dex 1,800,000 1,700,000 Selected Decking Decking 1900 ...
... Select Structural 1900 1100 85 455 1300 1,700,000 Select Structural Beams and 1600 950 85 385 1100 1,600,000 No. 1 1200 825 85 385 1000 1,600,000 Select Dex Decking Commercial Dex 1,800,000 1,700,000 Selected Decking Decking 1900 ...
Page 241
... Select Structural 1750 2000 1000 No. 1 1450 1700 850 wide 1450 850 Stud 675 775 400 Construction 2 " to 4 " 875 1000 525 thick Utility 225 275 125 Select Structural 1500 1700 1000 No. 1 1250 1450 850 Select Structural Beams and 1350 775 ...
... Select Structural 1750 2000 1000 No. 1 1450 1700 850 wide 1450 850 Stud 675 775 400 Construction 2 " to 4 " 875 1000 525 thick Utility 225 275 125 Select Structural 1500 1700 1000 No. 1 1250 1450 850 Select Structural Beams and 1350 775 ...
Page 242
... Select Structural 1,300,000 Appearance 1,300,000 Select Structural Beams and 1250 850 70 245 875 1,100,000 No. 1 Stringers 1050 - 725 70 245 750 1,100,000 Select Structural Posts and 1200 800 70 245 925 1,100,000 No. 1 Timbers 950 650 ...
... Select Structural 1,300,000 Appearance 1,300,000 Select Structural Beams and 1250 850 70 245 875 1,100,000 No. 1 Stringers 1050 - 725 70 245 750 1,100,000 Select Structural Posts and 1200 800 70 245 925 1,100,000 No. 1 Timbers 950 650 ...
Contents
Effective Use of the Uniform Building Code | 20 |
Permits and Inspections | 29 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
20 feet ALLOWABLE UNIT STRESSES approved bars Building Official building or structure ceiling Code columns compression compression member compressive strength concrete conform dead load deflection diameter diaphragms Division 1 Occupancies dry or surfaced enclosure exceed Exits exterior walls EXTREME FIBER fire assembly Fire Zone Firestopping flammable liquids flexural floor area footnotes grade Group grout gypsum height joints joists lateral forces least live load location on property lumber masonry materials maximum minimum MODULUS OF ELASTICITY mortar nails nonbearing noncombustible Occupancy Separation occupant load panel Parallel to Grain partitions percent permitted plywood portion pounds per square prestressing reinforcement resisting roof rooms Selected Decking shear stress shear walls sheathing sion slab space frame span specified in Chapter specified in Section square feet square inch steel story strength studs Table tensile stress tension tests timber tion types of construction U.B.C. Standard values ventilation vertical water closet width wood