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Page 194
... values shall be reduced 10 percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity , which shall be reduced 10 ...
... values shall be reduced 10 percent for lumber pressure impregnated with approved fire - retardant chemicals . The values for plywood so treated shall be reduced 16 percent except for modulus of elasticity , which shall be reduced 10 ...
Page 286
... values are for dry conditions of use . To obtain wet - use design values , multiply the tabulated values by the factors shown at the end of the table . 3The tabulated design values are for normal duration of loading . For other ...
... values are for dry conditions of use . To obtain wet - use design values , multiply the tabulated values by the factors shown at the end of the table . 3The tabulated design values are for normal duration of loading . For other ...
Page 301
... ( Values for normal load duration and wet conditions of use , pounds per square inch ) Compression Extreme Parallel to Fiber in Horizontal Perpendicular Grain ? Species Fc Bending ? Fo Compression Shear to Grain Modulus of Elasticity F Fc ...
... ( Values for normal load duration and wet conditions of use , pounds per square inch ) Compression Extreme Parallel to Fiber in Horizontal Perpendicular Grain ? Species Fc Bending ? Fo Compression Shear to Grain Modulus of Elasticity F Fc ...
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