Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 121
Load factors for ultimate strength design of concrete and plastic design of steel shall be as indicated in the ... 23 - A . These loads shall be taken as the minimum live loads in pounds per square foot of horizontal projection to be ...
Load factors for ultimate strength design of concrete and plastic design of steel shall be as indicated in the ... 23 - A . These loads shall be taken as the minimum live loads in pounds per square foot of horizontal projection to be ...
Page 137
Exit facilities shall include such uses as corridors serving an occupant load of 10 or more persons , exterior exit ... Rest room loads shall be not less than the load for the occupancy with which they are associated , but need not ...
Exit facilities shall include such uses as corridors serving an occupant load of 10 or more persons , exterior exit ... Rest room loads shall be not less than the load for the occupancy with which they are associated , but need not ...
Page 389
( e ) Load Tests on Flexural Members . When flexural members , including beams and slabs , are load tested , the additional provisions in this section shall apply . Immediately prior to the application of the test load , the necessary ...
( e ) Load Tests on Flexural Members . When flexural members , including beams and slabs , are load tested , the additional provisions in this section shall apply . Immediately prior to the application of the test load , the necessary ...
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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