Uniform Building Code |
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Page 224
... Select Dex Decking 1750 2000 385 1,800,000 Commercial Dex 1450 1650 385 1,700,000 Dense Select Structural 1900 1250 85 455 1300 1,700,000 Select Structural Beams and $ 1.1600 1050 85 385 1100 1,600,000 Dense No. 1 Stringers12 01550 1050 ...
... Select Dex Decking 1750 2000 385 1,800,000 Commercial Dex 1450 1650 385 1,700,000 Dense Select Structural 1900 1250 85 455 1300 1,700,000 Select Structural Beams and $ 1.1600 1050 85 385 1100 1,600,000 Dense No. 1 Stringers12 01550 1050 ...
Page 227
... Select Decking 1250 1450 Commercial 1050 | T 1,400,000 1,200,000 227 27 ( Continued ) ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH EXTREME FIBER. Select Structural Beams and 1450 850 No. 1 Stringers 1200 = 600 Select Structural ...
... Select Decking 1250 1450 Commercial 1050 | T 1,400,000 1,200,000 227 27 ( Continued ) ALLOWABLE UNIT STRESSES IN POUNDS PER SQUARE INCH EXTREME FIBER. Select Structural Beams and 1450 850 No. 1 Stringers 1200 = 600 Select Structural ...
Page 235
... Select Structural 1500 1700 1000 95 370 1100 1,300,000 No. 3 and Stud 5 " and 625 700 325 95 370 525 1,000,000 Appearance wider 1250 1450 850 95 Select Structural Beams and 1350 775 90 No. 1 Stringers 1100 = 550 90 Select Structural No ...
... Select Structural 1500 1700 1000 95 370 1100 1,300,000 No. 3 and Stud 5 " and 625 700 325 95 370 525 1,000,000 Appearance wider 1250 1450 850 95 Select Structural Beams and 1350 775 90 No. 1 Stringers 1100 = 550 90 Select Structural No ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength