Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 311
... computed stress . Splices in regions where the maximum computed design load stress in the bar or wire equals or exceeds 0.5f , shall meet the following re- quirements : ( i ) If not more than one - half of the bars or wires are lap ...
... computed stress . Splices in regions where the maximum computed design load stress in the bar or wire equals or exceeds 0.5f , shall meet the following re- quirements : ( i ) If not more than one - half of the bars or wires are lap ...
Page 328
... 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 394
... 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
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