Uniform Building Code, Volume 1International Conference of Building Officials, 1967 - Building laws |
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Page 256
... computed for the gross concrete section . 99 2. When tension governs . When tension governs the de- sign of the section , the axial load and moment computed from the analysis shall be increased as required in 1. above except that the ...
... computed for the gross concrete section . 99 2. When tension governs . When tension governs the de- sign of the section , the axial load and moment computed from the analysis shall be increased as required in 1. above except that the ...
Page 265
... computed by : Av = V's / fvd ( 12-5 ) The area of inclined stirrups shall be computed by Formula ( 12-7 ) . ( e ) Bent Bars . Only the center three - fourths of the inclined portion of any longitudinal bar that is bent up for web rein ...
... computed by : Av = V's / fvd ( 12-5 ) The area of inclined stirrups shall be computed by Formula ( 12-7 ) . ( e ) Bent Bars . Only the center three - fourths of the inclined portion of any longitudinal bar that is bent up for web rein ...
Page 284
... computed by : Ии Vu ( 18-1 ) $ Σojd Bent - up bars that are not more than d / 3 from the level of the main ... computed as the bar force , computed from " M / 4 " , divided by the product of " o " times the embedment length . The bond ...
... computed by : Ии Vu ( 18-1 ) $ Σojd Bent - up bars that are not more than d / 3 from the level of the main ... computed as the bar force , computed from " M / 4 " , divided by the product of " o " times the embedment length . The bond ...
Contents
HOW TO USE THE UNIFORM BUILDING CODE | 21 |
CHAPTER 3 | 28 |
Part IIDefinitions and Abbreviations | 35 |
Copyright | |
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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