Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 270
... 1 1 % 1 % 1972 Single P 370 650 1000 1350 1650 1920 Shear 9 330 430 490 540 600 650 1/2 Double p 670 960 1210 1460 1700 1940 Shear q 370 430 490 540 600 650 Single P 650 1020 1470 1990 2590 Shear 9 480 710 890 990 1080 212 Double p ...
... 1 1 % 1 % 1972 Single P 370 650 1000 1350 1650 1920 Shear 9 330 430 490 540 600 650 1/2 Double p 670 960 1210 1460 1700 1940 Shear q 370 430 490 540 600 650 Single P 650 1020 1470 1990 2590 Shear 9 480 710 890 990 1080 212 Double p ...
Page 271
Single shear values are for joints consisting of two wood members having a minimum thickness not less ... of the bolt in the main member of double shear joints or the length of the bolt in the thinner member of single shear joints .
Single shear values are for joints consisting of two wood members having a minimum thickness not less ... of the bolt in the main member of double shear joints or the length of the bolt in the thinner member of single shear joints .
Page 423
1.8 for single angle stiffeners . = 2.4 for single plate stiffeners . When the greatest shear stress f , in a panel is less than that permitted by Formula ( 7-2 ) , this gross area requirement may be reduced in like proportion .
1.8 for single angle stiffeners . = 2.4 for single plate stiffeners . When the greatest shear stress f , in a panel is less than that permitted by Formula ( 7-2 ) , this gross area requirement may be reduced in like proportion .
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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