Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 204
Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J for horizontal diaphragms and Table No. 25 - K for vertical diaphragms , or may be ...
Horizontal and vertical diaphragms sheathed with plywood may be used to resist horizontal forces not exceeding those set forth in Table No. 25 - J for horizontal diaphragms and Table No. 25 - K for vertical diaphragms , or may be ...
Page 377
Otherwise , horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress Van may be calculated at any cross section Unh ( 17-1 ) sb.d in which d is for the entire composite section .
Otherwise , horizontal shear shall be fully investigated . 2. Shear calculation . The horizontal shear stress Van may be calculated at any cross section Unh ( 17-1 ) sb.d in which d is for the entire composite section .
Page 508
Ramps having slopes exceeding one vertical to 15 horizontal shall have handrails as required for stairways , except that intermediate handrails shall not be required . ( f ) Construction . Ramps shall be constructed as required for ...
Ramps having slopes exceeding one vertical to 15 horizontal shall have handrails as required for stairways , except that intermediate handrails shall not be required . ( f ) Construction . Ramps shall be constructed as required for ...
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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