Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 121
23 - A placed upon any space 22 feet square , wherever this load upon an otherwise unloaded floor would produce stresses greater than those caused by the uniform load required therefor . Provision shall be made in areas where vehicles ...
23 - A placed upon any space 22 feet square , wherever this load upon an otherwise unloaded floor would produce stresses greater than those caused by the uniform load required therefor . Provision shall be made in areas where vehicles ...
Page 432
In computing net area the width of a rivet or bolt hole shall be taken as % inch greater than the nominal dimension of the hole normal to the direction of applied stress . ( e ) Pin - connected Members . Eyebars shall be of uniform ...
In computing net area the width of a rivet or bolt hole shall be taken as % inch greater than the nominal dimension of the hole normal to the direction of applied stress . ( e ) Pin - connected Members . Eyebars shall be of uniform ...
Page 476
For piles having a diameter greater than 24 inches but less than 36 inches , wire shall be not smaller than No. 4 gauge . For piles having a diameter greater than 36 inches , wire shall be not smaller than 1/4 inch round or No.
For piles having a diameter greater than 24 inches but less than 36 inches , wire shall be not smaller than No. 4 gauge . For piles having a diameter greater than 36 inches , wire shall be not smaller than 1/4 inch round or No.
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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