Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 192
25 - D apply to bearings of any length at the ends of the beam and to all bearings 6 inches or more in length at any other ... The multiplying factors for indicated lengths of bearing on such small areas as plates and washers may be ...
25 - D apply to bearings of any length at the ends of the beam and to all bearings 6 inches or more in length at any other ... The multiplying factors for indicated lengths of bearing on such small areas as plates and washers may be ...
Page 211
The end of beams or girders supported on masonry or concrete shall have not less than 3 inches of bearing . ( d ) Floor Joists . 1. General . Spans for joists shall be in accordance with Table No. 25 - T - J - 1 . 2. Bearing .
The end of beams or girders supported on masonry or concrete shall have not less than 3 inches of bearing . ( d ) Floor Joists . 1. General . Spans for joists shall be in accordance with Table No. 25 - T - J - 1 . 2. Bearing .
Page 608
43 - B Hollow Load - bearing Concrete Masonry Units . Standard Specification C90-70 of the ASTM . 24-5 ; 2403 ( e ) Solid Load - bearing Concrete Masonry Units . Standard Specification C145-59 of the ASTM .
43 - B Hollow Load - bearing Concrete Masonry Units . Standard Specification C90-70 of the ASTM . 24-5 ; 2403 ( e ) Solid Load - bearing Concrete Masonry Units . Standard Specification C145-59 of the ASTM .
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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