Uniform Building CodeInternational Conference of Building Officials, 1991 - Building laws |
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Page 251
... 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 336
... PARALLEL TO GRAIN F HORIZONTAL SHEAR Fv 1.08 1.08 1.05 COMPRESSION PERPENDICULAR TO GRAIN FC + t 1.00 COMPRESSION PARALLEL TO GRAIN FC 1.17 * MODULUS OF ELASTICITY E 1.05 * MODULUS OF ELASTICITY E 0.97 EXTREME FIBER IN BENDING Fb ...
... PARALLEL TO GRAIN F HORIZONTAL SHEAR Fv 1.08 1.08 1.05 COMPRESSION PERPENDICULAR TO GRAIN FC + t 1.00 COMPRESSION PARALLEL TO GRAIN FC 1.17 * MODULUS OF ELASTICITY E 1.05 * MODULUS OF ELASTICITY E 0.97 EXTREME FIBER IN BENDING Fb ...
Page 371
... Parallel to Grain ? Species Fc Extreme Fiber in Horizontal Bending ? Shear Fb Fv Compression Perpendicular to Grain Fot Modulus of Elasticity E 1. Pacific Coast Douglas Firl 2 1250 2450 115 230 1,500,000 2. Southern Pine1 3 1200 2400 ...
... Parallel to Grain ? Species Fc Extreme Fiber in Horizontal Bending ? Shear Fb Fv Compression Perpendicular to Grain Fot Modulus of Elasticity E 1. Pacific Coast Douglas Firl 2 1250 2450 115 230 1,500,000 2. Southern Pine1 3 1200 2400 ...
Contents
Permits and Inspections | 9 |
Part IIDefinitions and Abbreviations | 21 |
Part IIIRequirements Based on Occupancy | 35 |
Copyright | |
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accordance with Section anchored applied approved assembly ASTM bars beam bending bolts building official cement Chapter column comply compression compression members compressive strength concrete conform corridor dead load Decking diaphragms Division doors exceed exit exterior walls factor fire fire-resistive rating flexural floor forces framing gauge grade grout gypsum height horizontal installed joints joists lath less live load located masonry materials maximum minimum modulus of elasticity nails Nonbuilding structures noncombustible occupant load one-hour fire-resistive openings panel particleboard percent perpendicular plaster plywood portland cement pounds per square prestressed protected requirements of Section resist roof rooms Seismic Zones Select Structural shear reinforcement shear strength shear walls sheathing slab smoke detector spaced span specified in Section splices square feet square inch stairway steel story studs surface Table tension thickness tion Type U.B.C. Standard values vertical wallboard welded width wire wood WWPA yield strength