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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 122
( e ) Live Loads Posted . The live loads for which each floor or part thereof of a
commercial or industrial building is or has been designed shall have such
designed live loads conspicuously posted by the owner in that part of each story
in which ...
( e ) Live Loads Posted . The live loads for which each floor or part thereof of a
commercial or industrial building is or has been designed shall have such
designed live loads conspicuously posted by the owner in that part of each story
in which ...
Page 123
maximums - time defficien WHERE : R , = Snow load reduction in pounds per
square foot per degree of pitch over 20° . ... Except for floors in places of public
assembly , and except for live loads greater than 100 pounds per square foot ,
the ...
maximums - time defficien WHERE : R , = Snow load reduction in pounds per
square foot per degree of pitch over 20° . ... Except for floors in places of public
assembly , and except for live loads greater than 100 pounds per square foot ,
the ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
91 other sections not shown
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Common terms and phrases
accordance allowable applied approved axial bars beam bearing bending bolts building building official Chapter column compression compressive stress computed concrete conform connections considered construction continuous cover Decking depth determined diameter direction distance Division edge effective elements equal exceed EXCEPTION exit exterior face factor feet fire fire-resistive flange flexural floor foot forces Formula frame girders grade Grain greater Group height horizontal inches joints lateral least length less limited live load load located lumber masonry materials maximum Occupancies openings panel parallel percent permitted placed plate portion pounds prestressing protected ratio reinforcement resist roof rooms Section Select Structural separation shear side slab spacing span specified splices square inch steel strength stress Structural Stud surface Table taken tension tests thickness tion Type U.B.C. Standard unit values vertical walls welds width wire wood yield