Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 121
... loads . No increase will be allowed for vertical loads acting alone . ( e ) Load Factors . Load factors for ultimate strength design of concrete and plastic design of steel shall be as indicated in the appropriate chapters on the ...
... loads . No increase will be allowed for vertical loads acting alone . ( e ) Load Factors . Load factors for ultimate strength design of concrete and plastic design of steel shall be as indicated in the appropriate chapters on the ...
Page 122
... 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 which ...
... 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 which ...
Page 137
... load placed in a position which would cause maximum stress . Stair stringers may be designed for the uniform load set forth in the table . TABLE NO . 23 - B - SPECIAL LOADS ' USE VERTICAL LOAD LATERAL LOAD CATEGORY DESCRIPTION ( Pounds ...
... load placed in a position which would cause maximum stress . Stair stringers may be designed for the uniform load set forth in the table . TABLE NO . 23 - B - SPECIAL LOADS ' USE VERTICAL LOAD LATERAL LOAD CATEGORY DESCRIPTION ( Pounds ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
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Common terms and phrases
allowable stress allowable unit stress applied approved axial bars beam bending bolts building official building or structure ceiling column compression members compressive strength computed concrete conform dead load Decking diameter distance Division 1 Occupancies exceed exit exterior walls fire-resistive construction flange flexural foot Formula frame girders grade Group grout gypsum height horizontal inspection 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 panel partitions percent permitted plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear 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 tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength