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Page 188
... parallel to grain . с F ' allowable unit stress in compression parallel to grain adjusted for C fc l / d ratio where d is the least dimension . = actual unit stress in compression parallel to grain . F = allowable unit stress in ...
... parallel to grain . с F ' allowable unit stress in compression parallel to grain adjusted for C fc l / d ratio where d is the least dimension . = actual unit stress in compression parallel to grain . F = allowable unit stress in ...
Page 254
... PARALLEL HORIZONTAL SHEAR TO GRAIN " F " " F " " COMPRESSION PARALLEL TO GRAIN " F " MODULUS OF ELASTICITY " E " 1.08 1.05 1.00 1.17 * UNIFORM BUILDING CODE 1.05 * EXTREME FIBER IN BENDING " F " TENSION PARALLEL HORIZONTAL SHEAR ...
... PARALLEL HORIZONTAL SHEAR TO GRAIN " F " " F " " COMPRESSION PARALLEL TO GRAIN " F " MODULUS OF ELASTICITY " E " 1.08 1.05 1.00 1.17 * UNIFORM BUILDING CODE 1.05 * EXTREME FIBER IN BENDING " F " TENSION PARALLEL HORIZONTAL SHEAR ...
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
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
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 ceiling column compression compression members compressive strength concrete conform dead load diameter diaphragms exceed exit exterior walls EXTREME FIBER fire fire-resistive rating flange flexural floor foot Formula framing gauge girders grade Group grout gypsum height 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 panels Parallel to Grain partitions percent permitted perpendicular plaster plastic plywood portland cement pounds per square prestressing ratio reinforcement resist roof rooms Select Structural 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 stress tension tests thickness timber tion Type U.B.C. Standard values vertical welds width wire wood yield strength