Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 110
... Live Loads . Where structural members are arranged so as to create continuity , the loading conditions which would ... live load on adjacent spans and on alternate spans . Where uniform roof loads are involved consideration may be ...
... Live Loads . Where structural members are arranged so as to create continuity , the loading conditions which would ... live load on adjacent spans and on alternate spans . Where uniform roof loads are involved consideration may be ...
Page 112
... live loads as set forth in Table No. 23 - A for floors shall be permitted in the designing of columns , piers , walls , foundations , trusses , beams , and flat slabs . Except for places of public assembly , and except for live TABLE NO ...
... live loads as set forth in Table No. 23 - A for floors shall be permitted in the designing of columns , piers , walls , foundations , trusses , beams , and flat slabs . Except for places of public assembly , and except for live TABLE NO ...
Page 117
... live load and crane loads shall be considered as acting simul- taneously with the wind pressure . Sec . 2309. The live loads for which each floor or part Live Loads thereof of a commercial or industrial building is or has been Posted ...
... live load and crane loads shall be considered as acting simul- taneously with the wind pressure . Sec . 2309. The live loads for which each floor or part Live Loads thereof of a commercial or industrial building is or has been Posted ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stresses applied approved axial load bars beam bending bolts bond Building Official building or structure ceiling cement cent chimney Code column compression members compressive strength computed conform construction Continued dead load designed diameter distance Douglas Fir exceed exit exterior walls EXTREME FIBER Fire Zone fire-resistive rating flange floor Formula framing gauge girders glued-laminated grade Group grout gypsum height horizontal incombustible joints joists Laminations lath least length less live load longitudinal lumber materials maximum metal minimum Modulus of Elasticity mortar nails occupant load openings parallel to grain permitted perpendicular plaster plate plywood portland cement pounds per square prestressing ratio resist roof Select Structural shear stress shear walls sheathing slab space span specified in Section splices square feet square inch steel studs surface Table thickness tion twelve inches 12 Type U.B.C. Standard values vertical welds width wire wood yield strength