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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 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 ' VERTICAL LATERAL USE LOAD 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 ' VERTICAL LATERAL USE LOAD LOAD CATEGORY DESCRIPTION ( Pounds ...
Page 281
... loads . ' Uniform load deflection limitations : 1 / 180th of the span under 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 ...
... loads . ' Uniform load deflection limitations : 1 / 180th of the span under 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 ...
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