Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 225
1 Posts and Timbers 1400 1150 950 775 11 85 85 335 1050 925 335 Selected Decking Commercial Decking Decking - 1900 1600 - - 1,400,000 1,300,000 Selected Decking Commercial Decking Decking III 2050 1750 ( Stresses for Decking apply at 15 ...
1 Posts and Timbers 1400 1150 950 775 11 85 85 335 1050 925 335 Selected Decking Commercial Decking Decking - 1900 1600 - - 1,400,000 1,300,000 Selected Decking Commercial Decking Decking III 2050 1750 ( Stresses for Decking apply at 15 ...
Page 235
1 Posts and Timbers 1250 1000 825 675 90 90 370 370 925 800 1,100,000 1,100,000 25-3 ( See footnotes 2 through 9 ) 1,100,000 1,100,000 TO 25-4 ( See footnotes 2 through 10 ) Selected Decking Commercial Decking Decking 1650 1400 J ...
1 Posts and Timbers 1250 1000 825 675 90 90 370 370 925 800 1,100,000 1,100,000 25-3 ( See footnotes 2 through 9 ) 1,100,000 1,100,000 TO 25-4 ( See footnotes 2 through 10 ) Selected Decking Commercial Decking Decking 1650 1400 J ...
Page 241
3 and Stud Appearance 1200 1050 850 500 1050 2 " to 4 " thick 5 " and wider 1400 1200 975 575 1200 Decking Selected Decking Commercial Decking 1350 1150 11 1,200,000 1,100,000 Decking Selected Decking Commercial Decking 11 III 1450 1250 ...
3 and Stud Appearance 1200 1050 850 500 1050 2 " to 4 " thick 5 " and wider 1400 1200 975 575 1200 Decking Selected Decking Commercial Decking 1350 1150 11 1,200,000 1,100,000 Decking Selected Decking Commercial Decking 11 III 1450 1250 ...
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Contents
Page | 14 |
Effective Use of the Uniform Building Code | 18 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance additional allowable applied approved assembly bars beam bearing bending bolts building official ceiling Chapter column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal equipment exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces Formula frame grade greater Group gypsum height horizontal inches inspection installed joints lateral least length less limited load located masonry materials maximum metal nails Occupancies openings parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side single slab space span specified square steel story strength stress Structural studs surface Table tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood