Uniform Building Code |
From inside the book
Results 1-3 of 83
Page 190
... 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 percent . Other adjustments are ...
... 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 percent . Other adjustments are ...
Page 264
... percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use stresses shall be permitted : Fb ( Bending ) and Ft ( Tension ) 80 percent Fc ( Compression Parallel to Grain ) 73 ...
... percent or less as in most covered structures . For wet conditions of use the following maximum percentage of the dry use stresses shall be permitted : Fb ( Bending ) and Ft ( Tension ) 80 percent Fc ( Compression Parallel to Grain ) 73 ...
Page 571
... percent solid . - 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Three cells in wall thickness , units at least 40 percent solid ...
... percent solid . - 6 struction ) 15 Two cells in wall thickness , units at least 40 percent solid . 8 17 Two cells in wall thickness , units at least 49 percent solid . 8 Three cells in wall thickness , units at least 40 percent solid ...
Contents
Effective Use of the Uniform Building Code | 18 |
CHAPTER | 24 |
Part IIDefinitions and Abbreviations | 38 |
Copyright | |
86 other sections not shown
Other editions - View all
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