Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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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 ...
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 ...
Page 389
... load . The portion of the structure selected for loading shall be subjected to a total load , including the dead loads already in place , equivalent to 0.85 ( 1.4D + 1.7L ) . The determination of L shall include live load reductions as ...
... load . The portion of the structure selected for loading shall be subjected to a total load , including the dead loads already in place , equivalent to 0.85 ( 1.4D + 1.7L ) . The determination of L shall include live load reductions as ...
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 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