Uniform Building CodeInternational Conference of Building Officials, 1982 - Building laws |
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Page 232
... Select Structural 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 1600 1050 85 385 1100 1,600,000 Dense No. 1 ...
... Select Structural 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 1600 1050 85 385 1100 1,600,000 Dense No. 1 ...
Page 233
... Select Structural 2000 Select Structural No. 3 and Stud wider 700 800 350 90 Select Structural Beams and 1550 1050 88888 | 888 | 888 | æ 1,100,000 1,300,000 335 600 1,100,000 85 335 1000 No. 1 Stringers 1300 = 1,200,000 850 85 335 850 ...
... Select Structural 2000 Select Structural No. 3 and Stud wider 700 800 350 90 Select Structural Beams and 1550 1050 88888 | 888 | 888 | æ 1,100,000 1,300,000 335 600 1,100,000 85 335 1000 No. 1 Stringers 1300 = 1,200,000 850 85 335 850 ...
Page 247
... Select Structural Beams and 1350 775 90 No. 1 Stringers 1100 - 550 Select Structural Posts and 1250 825 No. 1 Timbers 1000 - 675 90 www 22 2222 88 88 370 1250 1,300,000 370 1000 1,300,000 370 775 1,100,000 370 475 1,000,000 370 1200 ...
... Select Structural Beams and 1350 775 90 No. 1 Stringers 1100 - 550 Select Structural Posts and 1250 825 No. 1 Timbers 1000 - 675 90 www 22 2222 88 88 370 1250 1,300,000 370 1000 1,300,000 370 775 1,100,000 370 475 1,000,000 370 1200 ...
Contents
0000228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section Allowable Unit Stresses applied approved assembly bars beam bending bolts building official building or structure ceiling Chapter column compression members compressive strength computed concrete dead load Decking diameter distance doors edge exceed exit exterior walls Extreme Fiber factor fire fire-resistive construction flange flexural members foot Formula framing gauge girders grade Group grout gypsum height installed joints joists laminations length less live load located lumber masonry materials maximum minimum modulus of elasticity nails noncombustible occupant load openings panel percent permitted perpendicular plastic plate plywood portland cement pounds per square prestressing protected psi psi ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing slab space span specified in Section splices square feet square inch stairway steel studs surface Table tensile tensile stress tension tests thickness Type U.B.C. Standard values vertical welds width wire wood wood shingles yield strength