Building Standards: Uniform Building Code1985 - Building laws |
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Page 221
... Select Dex Decking 1750 2000 625 1,800,000 Commercial Dex 1450 1650 625 1,700,000 No. 1 Stringers 12 1350 675 85 625 925 1,600,000 Dense No. 2 1000 500 85 730 700 1,400,000 No. 2 875 425 85 625 600 1,300,000 1,600,000 Dense No. 2 800 ...
... Select Dex Decking 1750 2000 625 1,800,000 Commercial Dex 1450 1650 625 1,700,000 No. 1 Stringers 12 1350 675 85 625 925 1,600,000 Dense No. 2 1000 500 85 730 700 1,400,000 No. 2 875 425 85 625 600 1,300,000 1,600,000 Dense No. 2 800 ...
Page 231
... Selected Decking Decking 1600 1,500,000 Commercial Decking 1350 1,400,000 Commercial 1150 1300 405 1,400,000 231 ( Continued ) ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH Extreme fiber. 15 and 16 ) Select Structural 1200 800 70 ...
... Selected Decking Decking 1600 1,500,000 Commercial Decking 1350 1,400,000 Commercial 1150 1300 405 1,400,000 231 ( Continued ) ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH Extreme fiber. 15 and 16 ) Select Structural 1200 800 70 ...
Page 241
Uniform Building Code. Select Decking 120020 1450 - 375 1,300,000 Commercial 100020 1250 375 - 1,100,000 241 ( Continued ) ( Normal loading . See also Section 2504 ) ALLOWABLE. 1650 2 " to 4 " 1200 1400 PONDEROSA PINE - SUGAR PINE ...
Uniform Building Code. Select Decking 120020 1450 - 375 1,300,000 Commercial 100020 1250 375 - 1,100,000 241 ( Continued ) ( Normal loading . See also Section 2504 ) ALLOWABLE. 1650 2 " to 4 " 1200 1400 PONDEROSA PINE - SUGAR PINE ...
Contents
Part Administrative CHAPTER 1 Title Scope and General SEC 101 Title 102 Purpose 103 Scope 104 Application to Existing Buildings and Structures | 1 |
Alternate Materials and Methods of Construction 106 Modifications 107 Tests | 3 |
Organization and Enforcement SEC 201 Creation of Enforcement Agency 202 Powers and Duties of Building Official | 4 |
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 ceiling column comply compression members concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exterior walls Extreme Fiber factor Fire Code floor area Formula framing grade Group H grout height horizontal shear inspection installed joints joists laminations length less live load located lumber materials maximum minimum modulus of elasticity nails noncombustible occupancy separation openings panel Parallel to Grain particleboard percent permitted perpendicular plywood portion pounds per square prestressing psi psi psi ratio resist roof rooms Select Decking Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detectors space span specified in Chapter specified in Section splices square feet square inch steel storage strength Stud surface Table tensile stress tension thickness timber U.B.C. Standard ventilation vertical water closet welds width wood yield strength