Uniform Building Code |
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Page 122
... 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 ...
... 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 ...
Page 123
... Live Loads Sec . 2306. The following reductions in unit live loads as set forth in Table No. 23 - A for floors and Table No. 23 - C ( either Method 1 or Method 2 ) for roofs shall be permitted in the design of columns , piers , walls ...
... Live Loads Sec . 2306. The following reductions in unit live loads as set forth in Table No. 23 - A for floors and Table No. 23 - C ( either Method 1 or Method 2 ) for roofs shall be permitted in the design of columns , piers , walls ...
Page 137
... ( live load ) Over stages 20 All uses except over stages 105 5. Partitions and interior walls , see Sec . 2309 ( live load ) 6. Elevators and dumbwaiters ( dead and live load ) 7. Mechanical and electrical equip- ment ( dead load ) | 8 ...
... ( live load ) Over stages 20 All uses except over stages 105 5. Partitions and interior walls , see Sec . 2309 ( live load ) 6. Elevators and dumbwaiters ( dead and live load ) 7. Mechanical and electrical equip- ment ( dead load ) | 8 ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
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Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height installed joints joists lath least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Section splices square feet square inch stairway steel strength studs surface Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength