Uniform Building Code |
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Page 317
... computed stress . Splices in regions where the maximum computed design load stress in the bar equals or exceeds 0.5f , shall meet the following requirements : ( i ) If not more than one - half of the bars are lap spliced within a ...
... computed stress . Splices in regions where the maximum computed design load stress in the bar equals or exceeds 0.5f , shall meet the following requirements : ( i ) If not more than one - half of the bars are lap spliced within a ...
Page 334
... computed taking into account the size and shape of the panel , the conditions of support , and the nature of restraints at the panel edges . For such computations , the modulus of elasticity of the concrete shall be as specified in ...
... computed taking into account the size and shape of the panel , the conditions of support , and the nature of restraints at the panel edges . For such computations , the modulus of elasticity of the concrete shall be as specified in ...
Page 398
... computed beginning at the near face of the column . Length of an- chorage in confined regions , including hook and vertical extension , shall be not less than 56 percent of the development length computed by Section 2612 ( f ) 1 , A , B ...
... computed beginning at the near face of the column . Length of an- chorage in confined regions , including hook and vertical extension , shall be not less than 56 percent of the development length computed by Section 2612 ( f ) 1 , A , B ...
Contents
Effective Use of the Uniform Building Code | 20 |
Organization and Enforcement | 26 |
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 building or structure ceiling Code column compression members compressive strength concrete conform dead load diameter diaphragms Division 1 Occupancies exceed exit exterior walls EXTREME FIBER Fire Zone flange flexural framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located lumber masonry materials maximum metal minimum modulus of elasticity mortar nails noncombustible occupant load one-hour fire-resistive openings panel Parallel to Grain percent permitted perpendicular plaster plywood portland cement pounds per square prestressing protected ratio reinforcement resist roof rooms Select Structural shear stress shear walls sheathing slab space space frame span specified in Chapter specified in Section splices square feet square inch steel strength studs surface Table tensile stress tension tests thickness tion Type U.B.C. Standard values vertical welds width wire wood yield strength