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Page 241
(Continued) Oo 3 C O o ujz S< 3CC -1(3 IS. 22 and2^» (see footnotes 2 through
9) 22 (see footnotes O through 9 and O) 22 (see footnotes O through 2 and O)
22222 22222 212,20 22220 222,20 2O2,20 22022 12222 122,20 222,20 222,20
...
(Continued) Oo 3 C O o ujz S< 3CC -1(3 IS. 22 and2^» (see footnotes 2 through
9) 22 (see footnotes O through 9 and O) 22 (see footnotes O through 2 and O)
22222 22222 212,20 22220 222,20 2O2,20 22022 12222 122,20 222,20 222,20
...
Page 251
m.c.2 22 2O OO 2O OO OO 120 22 9O 25 2O 52 O2 1O2 22 O2 1O2 2O 120 OO
O2 OO 2" to 2" O" and wider Decking 2" to 2" 2" to 2E 2" to 2* 2" to 2" 2" wide 2" to
2" O* and wider thick thick Dense Select Structural thick wide thick Dense Select
...
m.c.2 22 2O OO 2O OO OO 120 22 9O 25 2O 52 O2 1O2 22 O2 1O2 2O 120 OO
O2 OO 2" to 2" O" and wider Decking 2" to 2" 2" to 2E 2" to 2* 2" to 2" 2" wide 2" to
2" O* and wider thick thick Dense Select Structural thick wide thick Dense Select
...
Page 253
... 22222 2O2,20 2O2,20 2O222 OO O2 22 92 O2 22 9O O2 20 O2 22 52 9O OO
OO OO OO 9O 20 O2 20 O2 92 2O OO OO 22 OO 11O O2 22 O0 O0 OO 22 OO
O0 O0 OO 22 2O 2O 22 OO 22 OO OO O0 2O 22 OO O0 2O O0 OO OO OO OO 2
2 ...
... 22222 2O2,20 2O2,20 2O222 OO O2 22 92 O2 22 9O O2 20 O2 22 52 9O OO
OO OO OO 9O 20 O2 20 O2 92 2O OO OO 22 OO 11O O2 22 O0 O0 OO 22 OO
O0 O0 OO 22 2O 2O 22 OO 22 OO OO O0 2O 22 OO O0 2O O0 OO OO OO OO 2
2 ...
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Contents
Effective Use of the Uniform Building Code 2021 | 20 |
Organization and Enforcement | 26 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
122 other sections not shown
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Common terms and phrases
approved automatic fire-extinguishing systems axial bars beam bending bolts Building Official building or structure Code column compression members compressive strength computed concrete conform dead load Decking deflection diameter distance Division 1 Occupancies exceed exit exterior walls feet 1 hour feet Protected less Fire Zone flange floor area foot frame girders grout gypsum height hour less joists least length less than 20 live load longitudinal lumber masonry materials maximum minimum noncombustible O2 OO Occupancy Separation occupant load OO O2 OO OO openings panel percent permitted less plywood portion pounds per square prestressed concrete prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel studs Table tensile tensile stress tension tests thickness tion U.B.C. Standard unit stress values ventilation vertical water closet welds width wood yield strength