Uniform Building CodeInternational Conference of Building Officials, 1979 - Building laws |
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Page 188
... parallel to grain . с = F ' allowable unit stress in compression parallel to grain adjusted for l / d ratio where d is the least dimension . Fel = actual unit stress in compression parallel to grain . - allowable unit stress in ...
... parallel to grain . с = F ' allowable unit stress in compression parallel to grain adjusted for l / d ratio where d is the least dimension . Fel = actual unit stress in compression parallel to grain . - allowable unit stress in ...
Page 254
... PARALLEL HORIZONTAL SHEAR TO GRAIN " F " " F " COMPRESSION PERPENDICULAR TO GRAIN " FL " COMPRESSION PARALLEL TO GRAIN " F " 0.86 0.84 0.97 0.67 0.70 1.00 1.00 1.00 0.67 0.91 1.00 ( Footnotes continue on 254 25 - A - 1 UNIFORM BUILDING ...
... PARALLEL HORIZONTAL SHEAR TO GRAIN " F " " F " COMPRESSION PERPENDICULAR TO GRAIN " FL " COMPRESSION PARALLEL TO GRAIN " F " 0.86 0.84 0.97 0.67 0.70 1.00 1.00 1.00 0.67 0.91 1.00 ( Footnotes continue on 254 25 - A - 1 UNIFORM BUILDING ...
Page 264
... Parallel to Grain ) 73 percent E ( Modulus of Elasticity ) 83 percent ' For more details , see U.B.C. Standards No ... parallel to the wide face of the laminations . ' Allowable stresses shown for extreme fiber in bending and horizontal ...
... Parallel to Grain ) 73 percent E ( Modulus of Elasticity ) 83 percent ' For more details , see U.B.C. Standards No ... parallel to the wide face of the laminations . ' Allowable stresses shown for extreme fiber in bending and horizontal ...
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