Uniform Building Code |
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Page 228
... Grain Horizontal Shear Compres- sion per . pendicular to Grain Compres- sion Parallel to Grain MODULUS OF U.B.C. STDS UNDER ( Single ) Uses F F Fot F ELASTICITY E WHICH GRADED No. 1 1700 1950 975 80 No. 1 , Open grain 1350 1550 775 80 ...
... Grain Horizontal Shear Compres- sion per . pendicular to Grain Compres- sion Parallel to Grain MODULUS OF U.B.C. STDS UNDER ( Single ) Uses F F Fot F ELASTICITY E WHICH GRADED No. 1 1700 1950 975 80 No. 1 , Open grain 1350 1550 775 80 ...
Page 295
... grain requirements than the basic slope of grain of the grades of lumber used in order to obtain higher tension parallel to grain values and design values in bending when loaded perpendicular to the wide faces of the laminations . The ...
... grain requirements than the basic slope of grain of the grades of lumber used in order to obtain higher tension parallel to grain values and design values in bending when loaded perpendicular to the wide faces of the laminations . The ...
Page 300
... GRAIN COMPRESSION PARALLEL TO GRAIN MODULUS OF ELASTICITY ( E ) TION KNOT TO SYMBOL FINISHED NUMBER OF LAMINATIONS5 Stress Steepest Stress WIDTH OF Module LAMINATION4 Grain Slope Module Steepest Grain Slope Stress Steepest Stress Module ...
... GRAIN COMPRESSION PARALLEL TO GRAIN MODULUS OF ELASTICITY ( E ) TION KNOT TO SYMBOL FINISHED NUMBER OF LAMINATIONS5 Stress Steepest Stress WIDTH OF Module LAMINATION4 Grain Slope Module Steepest Grain Slope Stress Steepest Stress Module ...
Contents
008228 | 19 |
Part Administrative | 25 |
Permits and Inspections | 31 |
Copyright | |
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Common terms and phrases
accordance with Section applied approved bars beam bending bolts building official building or structure ceiling Chapter column compression members computed concrete dead load Decking diameter distance Division 1 Occupancies doors exceed exit exterior walls extreme fiber factor fire-resistive construction fire-resistive rating flange Formula framing gauge girders grade grain Group grout gypsum gypsum plaster height horizontal installed joints joists laminations length less live load located masonry materials maximum minimum modulus of elasticity nails noncombustible occupancy separation occupant load one-hour fire-resistive openings panels permitted perpendicular plastic plywood portland cement pounds per square prestressing protected ratio resist roof rooms Select Structural shear reinforcement shear strength shear stress sheathing side slab smoke detector space span specified in Section splices square feet square inch stairway steel studs surface Table tensile stress tension tests thickness Type U.B.C. Standard units at least values vertical welds width wire wood yield strength