Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
From inside the book
Results 1-3 of 93
Page 188
... allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . Fallowable unit stress in compression parallel to ...
... allowable unit stress for extreme fiber in bending . = allowable unit stress for extreme fiber in bending , adjusted for slenderness . = actual unit stress for extreme fiber in bending . Fallowable unit stress in compression parallel to ...
Page 264
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent ... allowable stress for compression perpendicular to grain is as follows : L1 - C , 410 psi ; L2 - D , 450 psi ...
... Allowable stresses for dry conditions of use shall be applicable when the moisture content in service is 16 percent ... allowable stress for compression perpendicular to grain is as follows : L1 - C , 410 psi ; L2 - D , 450 psi ...
Page 457
... allowable stress for cross section 1.0 inch or more from weld , ksi . = allowable stress on cross section , part of whose area lies within 1.0 inch of a weld , ksi . pw Fs F F su Suw = allowable shear stress for members subjected only ...
... allowable stress for cross section 1.0 inch or more from weld , ksi . = allowable stress on cross section , part of whose area lies within 1.0 inch of a weld , ksi . pw Fs F F su Suw = allowable shear stress for members subjected only ...
Contents
CHAPTER | 13 |
Effective Use of the Uniform Building Code | 18 |
Organization and Enforcement | 24 |
Copyright | |
72 other sections not shown
Other editions - View all
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