Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 75
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 281
... live load plus dead load , 1 / 240th under live load only . Edges may be blocked with lumber or other approved type of edge support . ' Identification index appears on all panels in the construction grades listed in Foot- note No. 1 ...
... live load plus dead load , 1 / 240th under live load only . Edges may be blocked with lumber or other approved type of edge support . ' Identification index appears on all panels in the construction grades listed in Foot- note No. 1 ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
78 other sections not shown
Other editions - View all
Common terms and phrases
allowable stress ALLOWABLE UNIT STRESSES applied approved axial bars beam bending bolts building official building or structure ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER flange flexural footnotes Formula framing girders grade Group grout gypsum height inches on center installed joints joists least length less live load located lumber materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain partitions percent permitted plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural Selected Decking shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch stairway steel strength studs Table tensile stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength