Uniform Building Code |
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Page 139
TION ( Percent ) MAXIMUM REDUC . TION R ( Percent ) 10 to 200 UNIFORM
LOAD 201 to 600 Over 600 ROOF SLOPE 1 . Flat or rise less than 4 inches per
foot . Arch or dome with rise less than one - eighth of span 2016 12 20 . 0840 2 .
TION ( Percent ) MAXIMUM REDUC . TION R ( Percent ) 10 to 200 UNIFORM
LOAD 201 to 600 Over 600 ROOF SLOPE 1 . Flat or rise less than 4 inches per
foot . Arch or dome with rise less than one - eighth of span 2016 12 20 . 0840 2 .
Page 450
Threaded parts meeting Line 395 9302b the requirements of Sec o nd WOMERCI
tort tion 2701 and A449 bolts when threads are not excluded from the shearvien
10 10 . 33F . 131 Tong Tono 0 . 17F , planes 5 . Threaded parts meeting hores ...
Threaded parts meeting Line 395 9302b the requirements of Sec o nd WOMERCI
tort tion 2701 and A449 bolts when threads are not excluded from the shearvien
10 10 . 33F . 131 Tong Tono 0 . 17F , planes 5 . Threaded parts meeting hores ...
Page 485
tion of material and finished products during manufacture . Each bundle of wood
shingles , slate shingles and wood shakes shall comply with U . B . C . Standards
Nos . 32 - 8 , 32 - 10 and 32 - 11 , respectively , and shall bear the label or ...
tion of material and finished products during manufacture . Each bundle of wood
shingles , slate shingles and wood shakes shall comply with U . B . C . Standards
Nos . 32 - 8 , 32 - 10 and 32 - 11 , respectively , and shall bear the label or ...
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Contents
Effective Use of the Uniform Building Code | 18 |
497 | 36 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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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