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Page 127
( e ) Load Factors . Load factors for ultimate strength design of concrete and
plastic design of steel shall be as indicated in the appropriate Chapters on the
materials . ( f ) Combined Wind and Earthquake Effects . Wind and earthquake
loads ...
( e ) Load Factors . Load factors for ultimate strength design of concrete and
plastic design of steel shall be as indicated in the appropriate Chapters on the
materials . ( f ) Combined Wind and Earthquake Effects . Wind and earthquake
loads ...
Page 142
23 - B - SPECIAL LOADS USE VERTICAL LOAD LATERAL LOAD CATEGORY
DESCRIPTION ( Pounds per Square Foot Unless otherwise Noted ) 1 .
Construction , Walkway See Sec . public access at 4406 150 site ( live load )
Canopy See ...
23 - B - SPECIAL LOADS USE VERTICAL LOAD LATERAL LOAD CATEGORY
DESCRIPTION ( Pounds per Square Foot Unless otherwise Noted ) 1 .
Construction , Walkway See Sec . public access at 4406 150 site ( live load )
Canopy See ...
Page 393
the effect of the portion of the dead loads not already present shall be applied
and shall remain in place until all testing has been completed . ( e ) Load Tests
on Flexural Members . When flexural members , including beams and slabs , are
...
the effect of the portion of the dead loads not already present shall be applied
and shall remain in place until all testing has been completed . ( e ) Load Tests
on Flexural Members . When flexural members , including beams and slabs , are
...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Permits and Inspections | 29 |
Definitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
accordance allowable applied approved assembly bars beam bearing bending bolts Building Official ceiling cement Chapter Code column compression compressive stress computed concrete conform connections considered construction continuous covered Decking determined diameter direction distance Division doors edge effective equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange floor foot forces frame gauge grade Grain greater Group gypsum height horizontal hour inches installed joints lateral lath least length less limited load located lumber masonry materials maximum metal nails Occupancies openings panel parallel percent permitted placed plaster plate portion pounds protected ratio reinforcement resist roof Section Select separation shear side slab solid spaced 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 Zone