Uniform Building CodeInternational Conference of Building Officials, 1988 - Building laws |
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Page 229
... parallel to grain . allowable unit stress in compression parallel to grain adjusted for le / d ratio where d is the least dimension . = actual unit stress in compression parallel to grain . = allowable unit stress in compression ...
... parallel to grain . allowable unit stress in compression parallel to grain adjusted for le / d ratio where d is the least dimension . = actual unit stress in compression parallel to grain . = allowable unit stress in compression ...
Page 338
... Parallel Parallel Modulus Horizontal of to to of Side Faces Shear Elasticity7 Grain Grain nation Core Fbxx Fbxx Fc - xx Foxx Fvxx Fxx Fbyy Fc - yy Symbol Laminations4 Fvyy Eyy Ft Fc Elasticity7 E psi psi psi psi psi x 106 psi psi psi ...
... Parallel Parallel Modulus Horizontal of to to of Side Faces Shear Elasticity7 Grain Grain nation Core Fbxx Fbxx Fc - xx Foxx Fvxx Fxx Fbyy Fc - yy Symbol Laminations4 Fvyy Eyy Ft Fc Elasticity7 E psi psi psi psi psi x 106 psi psi psi ...
Page 339
... Parallel Compression Parallel To Grain Bending About Y - Y Axis Loaded Parallel to Wide Faces of Laminations Extreme Fiber in Bending6 Extreme Fiber in Bending 2 Lams to 15 in . deep Horizontal Shear Horizontal Shear 2 4 or More 3 2 ...
... Parallel Compression Parallel To Grain Bending About Y - Y Axis Loaded Parallel to Wide Faces of Laminations Extreme Fiber in Bending6 Extreme Fiber in Bending 2 Lams to 15 in . deep Horizontal Shear Horizontal Shear 2 4 or More 3 2 ...
Contents
Organization and Enforcement | 5 |
Part IIDefinitions and Abbreviations | 20 |
Requirements for Group A Occupancies | 50 |
Copyright | |
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accordance with Section applied approved axial load bars beam bending bolts building official Chapter column compression members compressive strength compressive stress concrete conform corridor dead load Decking diameter diaphragm Division doors edge exceed exit exterior walls factor fire fire-resistive rating flange floor forces Formula framing gauge girders grade Group grout gypsum height installed joints joists lath length less live load located masonry materials maximum metal minimum modulus of elasticity nails noncombustible occupant load openings panel particleboard percent permitted perpendicular plaster plywood portland cement pounds per square prestressed protected ratio requirements of Section resist roof rooms Select Structural shear reinforcement shear strength shear stress shear walls sheathing slab smoke detector space span specified in Section splices square feet square inches stairway steel studs surface Table tensile tension thickness Type U.B.C. Standard values vertical wallboard welds width wire wood yield strength