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 appropriate ... 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 appropriate ... 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 exceed 50 ...
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 exceed 50 ...
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 initial readings
...
( 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 initial readings
...
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Contents
Construction Height and Allowable Area | 16 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
68 other sections not shown
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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 covering 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 lumber masonry materials maximum metal nails Occupancies openings percent permitted placed plans plaster plate portion pounds protection ratio reinforcement resist roof rooms 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